Item H09 H9
BOARD OF COUNTY COMMISSIONERS
COUNTY of MONROE Mayor Craig Cates,District 1
The Florida Keys Mayor Pro Tern Holly Merrill Raschein,District 5
Michelle Lincoln,District 2
James K.Scholl,District 3
David Rice,District 4
Board of County Commissioners Meeting
July 19, 2023
Agenda Item Number: H9
2023-1244
BULK ITEM: Yes DEPARTMENT: Airports
TIME APPROXIMATE: STAFF CONTACT: Richard Strickland
N/A
AGENDA ITEM WORDING: Retroactive approval of an exception to the Monroe County
Purchasing Policies and Procedures on an emergency basis of change orders awarding the Hurricane Ian
emergency repair work of the EMAS bed to Charley Toppino & Sons Inc. as part of the Commercial
Apron Expansion Project at the Key West International Airport.
ITEM BACKGROUND:
The county held a competitive solicitation for the commercial apron expansion project in which Charley
Toppino & Sons (CTS)was awarded the contract for the work on 10/19/2022. Just prior to the award of
this contract, Hurricane Ian brushed Key West and the Hurricane's impact brought a 3-5 foot storm
surge which severely damaged the EMAS bed on the Runway 27 end. (In addition, following a
competitive solicitation CTS had been awarded the contract to construct the FBO access road on
4/21/2021.) The EMAS bed is designed to safely bring an aircraft which has overshot the runway to a
stop. The damage caused by Hurricane Ian severely comprised the function and integrity of the EMAS
bed and represented an immediate danger to the public health and safety of the passengers arriving and
departing form Key West International Airport. As a result of the contracts that had been awarded, CTS
was on-site and available with the equipment and the personnel necessary to perform the emergency
repairs of the EMAS bed with unit pricing for the commercial apron expansion project that was
compatible with the emergency work that needed to be performed on the EMAS bed.
PREVIOUS RELEVANT BOCC ACTION:
In addition to the above-mentioned contracts awarded to Charley Toppino & Sons, the subject change
orders were reported to the BOCC in the Airport's Monthly Change Order Report on April 19, 2023,
May 17, 2023, and June 21, 2023. On October 19, 2022, the BOCC grant approval to waive purchasing
policies and procedures and issue a purchase order to sole source vendor Runway Safe, Inc. in the
amount of$6,257,700.00 for the purchase of long-lead time EMASMAX blocks needed to replace the
Runway 27 EMAS bed at the Key West International Airport.
CONTRACT/AGREEMENT CHANGES:
3017
N/A
STAFF RECOMMENDATION: Approval.
DOCUMENTATION:
CO #1 Toppino-EYW EMAS ER Repairs Ph I.pdf
CO #2 Toppino-EYW EMAS ER Repairs Ph 2.pdf
CO #3 Toppino EYW EMAS ER Repairs Ph 3.pdf
FINANCIAL IMPACT:
N/A
3018
MONROE COUNTY/ENGRING/SRO SNAG
CONTRACT CHANGE ORDER
PROJECT TITLE: Commercial Apron Expansion and Mitigation CHANGE ORDER NO: 1
INITIATION DATE: 3/5/2023
TO CONTRACTOR: Charley Toppino& Sons CONTRACT DATE: 10/11/22
The Contract is changed as follows:
The original Contract Sum ....................................................... „..,.,...„,.,.$17,166,179.68
Net change by previously authorized Change Order ................................... .... $0
The Contract Sum prior to this Change order was................... ...............$17,166,179.68
The Contract Sum is(increased) by this Change Order 1 $ 502.911.00
The Revised 1 Contract Sum including this Change Order .,. ....,,,.. $17,669,090.68
The Engineered Material Arresting System (EMAS) located in the Runway 9 Safety Area at Key West International Airport
was damaged beyond repair due to Hurricane Ian. Due to the importance that this safety system provides to aircraft
landing and departing on Runway it was imperative that this system be replaced as an emergency response.
During the October 19, 2022, the BOCC gave approval to waive purchasing and procedures to issue a purchase order to
procure the EMAS material for the replace the damaged system. The removal and replacement of this system will be
done in a phased approach. This phased approach is required to maintain a level of safety at the airport while
accommodating the manufacturing and delivery schedule of the EMAS material.
This change order, Change Order No. 1 is for the first phase of this EMAS repair. This first phase will include the
demolition, pavement repair, and block installation in accordance with the attached Phase 1 drawings, technical
specifications, and the incorporation of additional Federal/FEMA/FDEM Contract Requirements.
The total cost to complete the work as noted within this change order is an increase of$502,911.00. See attached price
quotation from Charley Toppino & Sons, Inc.
Net change to contract Change Order 1 $502,911.00
The project commencement was March 5, 2023
This Change Order 1 increases contract time by 28 calendar days.
Contractor agrees to accept the increase/decrease in monetary compensation and hereby waives and releases any and all
claims for any additional compensation related to these bid items.
This Change Order 1 represents 2.5% of the original contract price.
Not valid until approved by Owner Architect if applicable and,Contractor
ARCI-i'I'l`ECTIENGI EER,�„W„ � .. ....� m � 3/1/2 0 2 3
Date
CONTRACTOR It �I
AIRPORTS DIRECTOR, v�
/12023
.» ll, Date
d .mw 03.02.2023
COUNTY/ASSISTANT ADMINISTRATOR
Date
O E C0 ORNEY
A RO' ORM
P"ED J.MERCADO
AS~ ISTA C U I A OPNEY
Date
3019
Change Order Attachment per Ordinance No. 004-1999
• Change Order was not included in the original contract specifications. Yes ® No ❑
If Yes, explanation:
1. This additional work was not anticipated as it is in response to damage Hurricane Ian caused to the existing
Runway 9 Engineered Material Arresting System (EMAS) at Key West International Airport. This work is being
performed in the most expeditiously manner to return this important safety feature to its' original condition.
• Change Order was included in the original specifications. Yes ❑ No
If Yes, explanation of increase in price:
• Change Order exceeds $25,000 or 5% of contract price (whichever is greater). Yes ❑ No
If Yes, explanation as to why it is not subject for a calling for bids:
• Project engineer/architect approves the change order. Yes ® No ❑
If No, explanation of why:
• Change Order is correcting an error or omission in design document. Yes ❑No
Should a claim under the applicable professional liability policy be made? Yes ❑ No
Explain:
3020
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TECHNICAL SPECIFICATIONS
3032
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
ITEM P-101
SURFACE PREPARATION
DESCRIPTION
101-1.1 This item shall consist of pFepaff6ea of&iistiag„ ei4 s„-f ees for-E er as ,, removal of
existing pavement, and other miscellaneous items. The work shall be accomplished in accordance with
these specifications and the applicable drawings.
EQUIPMENT
101-2.1 All equipment shall be specified hereinafter or as approved by the Engineer. The equipment shall
not cause damage to the pavement to remain in place.
CONSTRUCTION
101-3.1 REMOVAL OF EXISTING PAVEMENT
a. Concrete: The existing concrete to be removed shall be freed from the pavement to remain unless
jackhammers are used for the complete removal. This shall be accomplished by line drilling or sawing
through the complete depth of the slab 1 ft inside the perimeter of the final removal limits or outside the
load transfer devices, whichever is greater. In this case,the limits of removal would be located on joints.
If line drilling is used,the distance between holes shall not exceed the diameter of the hole. The pavement
between the perimeter of the pavement removal and the saw cut or line-drilled holes shall be removed
with a jackhammer. Where the perimeter of the removal limits is not located on the joint,the perimeter
shall be saw cut 2 in in depth or 1/4 the slab thickness,whichever is less. Again, the concrete shall be line
drilled or saw cut the full depth of the pavement 6 in inside the removal limits. The pavement inside the
saw cut or line shall be broken by methods suitable to the Contractor; however, if the material is to be
wasted on the airport site, it shall be reduced to a maximum size designated by the airport owner. The
Contractor's removal operation shall not cause damage to cables, utility ducts,pipelines, or drainage
structures under the pavement. Any damage shall be repaired by the Contractor at no expense to the
airport owner.
b.Asphaltic Concrete: Asphaltic concrete pavement to be removed shall be sawcut to the full depth
of the bituminous material around the perimeter of the area to be removed. The sawcutting shall be
incidental to the pavement removal. The pavement shall be removed in such a manner that the joint for
each layer of pavement replacement is offset 1 ft from the joint in the preceding layer. This does not apply
if the removed pavement is to be replaced with concrete or soil. If the material is to be wasted on the
airport site, it shall be broken to a maximum size as designated by the airport owner.
aggfegate sha4l eensist ef liffiestene,veleanie ash, sand, ef ethef fflatefia4 that will ettfe fe fefffi a hafd
SURFACE PREPARATION P-101-1
3033
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
Table 1
Sieve Size Per-reent Passing
iK. 4 4-99
No. 9 Q9 499
No.16 65-99
No.100 45 39
No.299 U9 i9
Up to 3A eemefft ean be added to aeeelefae the set time. 44io mi�4ur-e shall net eef4aia more than-202 34-
+,, 1 .r;+1 ,+, 1in +; F the E44— -,00,-
101 3.3 REA40ALAL OF PAINT AND RUBBER.All paif4 and ndbber-ei,er- 1 ft wide that will affee4 the
pFessuFe water-, heater-sear-ifier-(asphaltie eeaeFete eeld milling, or-sandblasting ma�,be used. Aa�
methods used sha4l net eause major-damage to the pa-,,,emefft. Major-damage is defined as ehanging the
101 3.4 CONCRETE SPALL OR FAILED ASPHALTIC CONCRETE PANLIEMENT2 REPAiR.
a.
Repair- of Coner-ete Spalls in Areas to be ever-laid with Asphalt.2 The Gefttfaaefs sha4l fepa4f a4l
fepa4f sha4l be sawed a ffliniffluffi ef 1 in deep ef sha4l be etA with appfeved feels fe this depth. The
feffieved with a geelegist piek. The feffieved afea sha4l be filled with asphalfie eenefae with a ffliniffittfla..
be..-ted. The fflatefia4 sha4l net be plaeed in lifts evef 4 in in depth. This ffiethed ef fepa4f applies enly fe
be feffieved. The base eettfse and subbase sha4l be feplaeed if it has been infiltfated with elay, sift, e
101 3.5 COLD PLANING-.
NING
SURFACE PREPARATION P-101-2
3034
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
edges of the pai,emef4 to remain. The maehiae sha4l hffi,e a pest6w method of eefftfolling the depth of
et4. 44io Engineer-sha4l la�,et4 the mea to be milled. The aFea shall be laid et4 with stfaigkodges in
iaeFemef4s of 1 ft widths. 44io afea to be milled sha4l eeN,er-ea!�,the failed afea. Aa�,&ieessiN,e afea that is
milled beeause the Cef4r-ae4er-doesn't haN,e the appr-epfiate maehiae, or-afeas that afe damaged beeause ef
his negligenee, ska4l net be ineluded in the measttFemef+ =ear
of 10 feet. 14 sha4l be equipped with elear-enie gr-ade eefitfel deN,iees en both sides that will et4 the stwfaee
them in a defined windrow-.
MET-140D Or-ME n SUREMEN 1
101 4.1 MEASUREMENT,
SUREMENT
a. General! if theFe shown in the bidding sehedule,the wer4i eeN,eFed b�,this seaie
b. Pavement Removal! 44io unit of measttFemef4 for-deme&ien qj'amistingpavementpai,eme
> >
sha4l be the number-of
measttFemer+ pa� r+
feet of r+
Squafe feet,
divided in the fellewing
SURFACE PREPARATION P-101-3
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Jacobs Key West International Airport 1/23
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Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
and will be paid ea!�,enee for-the teta4 depth of planning. 44io quaf4it�,sha4l be dii,ided if4e the fellewing
�n
n.) nt 3.5 iff
(6) 0t n ;r
t�7�T1n
(d) n+ c ;r
CaT�T=
(0) n+
C�7OT=
BASIS OF n n vn EN
pavement), and plaeiag of the mateFW and for-all lab tools, and to
eemplete this item.
END OF ITEM P-101
SURFACE PREPARATION P-101-4
3036
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
ITEM P-152
EXCAVATION AND EMBANKMENT
DESCRIPTION
152-1.1 This item covers excavation, disposal,placement, and compaction of all materials within the
limits of the work required to construct safety areas, runways, taxiways, aprons, and intermediate as well
as other areas for drainage, building construction,parking, or other purposes in accordance with these
specifications and in conformity to the dimensions and typical sections shown on the plans.
152-1.2 CLASSIFICATION.All material excavated shall be classified as defined below:
a. Unclassified Excavation. Unclassified excavation shall consist of the excavation and disposal of
all material, regardless of its nature,which is not otherwise classified and paid for under the following
items. The material excavated in order to construct the proposed asphalt pavement section shall
become the property of the Contractor and shall be removed and legally disposed of off airport
property.
b. Reek Exeavation. Reek &ieai,atien sha4l inelude all solid r-eek in ledges, in bedded deposits, in
motor-) -'-vec� e�c-ai,atien"
,
eenstfttetie t�-Pe as shewn en the Plans.
152-1.3 Unsuitable Excavation.Any material containing vegetable or organic matter, such as muck,
peat, organic silt, or sod shall be considered unsuitable for use in embankment construction. Material,
when approved by the RPR Engineer as suitable to support vegetation,may be used on the embankment
slope.
CONSTRUCTION METHODS
152-2.1 General. Beg3fe begin 3n,
The suitability of material to be placed in embankments shall be subject to approval by the RPR
Engineer. All unsuitable material shall be disposed of in waste areas shown on the plans. All waste areas
shall be graded to allow positive drainage of the area and of adjacent areas. The surface elevation of waste
EXCAVATION AND EMBANKMENT P-152-1
3037
Jacobs Key West International Airport 1/23
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Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
areas shall not extend above the surface elevation of adjacent usable areas of the airport,unless specified
on the plans or approved by the RPR Eaginee
When the Contractor's excavating operations encounter artifacts of historical or archaeological
significance, the operations shall be temporarily discontinued. At the direction of the RPR Eaginee ,the
Contractor shall excavate the site in such a manner as to preserve the artifacts encountered and allow for
their removal. Such excavation will be paid for as extra work.
Those areas outside of the pavement areas in which the top layer of soil material has become compacted,
by hauling or other activities of the Contractor shall be scarified and disked to a depth of 4 in(100 mm),
in order to loosen and pulverize the soil.
If it is necessary to interrupt existing surface drainage, sewers or under-drainage, conduits,utilities, or
similar underground structures,the Contractor shall be responsible for and shall take all necessary
precautions to preserve them or provide temporary services. When such facilities are encountered, the
Contractor shall notify the RPR Eaginee , who shall arrange for their removal if necessary. The
Contractor shall, at his/her own expense, satisfactorily repair or pay the cost of all damage to such
facilities or structures that may result from any of the Contractor's operations during the period of the
contract.
152-2.2 EXCAVATION.No excavation shall be started until the work has been staked out by the
Contractor and the RPR€*gihas obtained elevations and measurements of the ground surface. All
suitable excavated material shall be used in the formation of embankment, subgrade, or for other purposes
shown on the plans. All unsuitable material shall be disposed of as shown on the plans.
When the volume of the excavation exceeds that required to construct the embankments to the grades
indicated, the excess shall be used to grade the areas of ultimate development or disposed of as directed.
When the volume of excavation is not sufficient for constructing the fill to the grades indicated,the
deficiency shall be obtained from borrow areas.
The grade shall be maintained so that the surface is well drained at all times. When necessary, temporary
drains and drainage ditches shall be installed to intercept or divert surface water that may affect the work.
a. Selective Grading.When selective grading is indicated on the plans, the more suitable material as
designated by the Engineer shall be used in constructing the embankment or in capping the pavement
subgrade. If, at the time of excavation,it is not possible to place this material in its final location,it shall
be stockpiled in approved areas so that it can be measured for payment for rehandling as specified in
paragraph 3.3.
,
EXCAVATION AND EMBANKMENT P-152-2
3038
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
will be elasified as "Unelasified&ieaN,atie
d. Removal of Utilities. The removal of existing structures and utilities required to permit the orderly
progress of work will be accomplished by someone other than the Contractor, for example,the utility
unless otherwise shown on the plans. All existing foundations shall be excavated for at least 2 feet(60
cm)below the top of subgrade or as indicated on the plans, and the material disposed of as directed. All
foundations thus excavated shall be backfilled with suitable material and compacted as specified herein.
e. Compaction Requirements. The subgrade under areas to be paved shall be compacted to a depth
of 6" and to a density of not less than 95%percent of the maximum density as determined by ASTM
D1557. The material to be compacted shall be within+/-2 percent of optimum moisture content before
rolled to obtain the prescribed compaction(except for expansive soils).
The in-place field density shall be determined in accordance with ASTM D 1556 or ASTM D 2167.
Stones or rock fragments larger than 4 in(100 mm)in their greatest dimension will not be permitted in
the top 6 in (150 mm)of the subgrade. The finished grading operations, conforming to the typical cross
section, shall be completed and maintained at least 1,000 feet(300 m)ahead of the paving operations or
as directed by the RPR Eaginee
In cuts, all loose or protruding rocks on the back slopes shall be barred loose or otherwise removed to line
of finished grade of slope. All cut-and-fill slopes shall be uniformly dressed to the slope, cross section,
and alignment shown on the plans or as directed by the RPR Eaginee
Blasting will be peFm4ed ea!�,when pFeper-pFee&44eas aFe te&ea for-the safi��,of a4l per-seas,the ,
appfeva4. This plan ffittst eensist ef hele sii�e, depth, spaeing, bufden,type ef e�cplesives,type ef dela�
152 2.3 BORROW EXCAIVIATION. Beffew afeas within the a4peft p heated en the plans.
No the heiii-44W and veffieal-
EXCAVATION AND EMBANKMENT P-152-3
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Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs-Runway 9 Safety Area-Remove and Install EMAS
shall aetif�,the Engineer-, at least 15 da�,s prior-to begiming the&ieaN,ation, so neeesswy measur-emeffts
and tests ean be made. All unsuitable mateFW sha4l be disposed of b�,the Cef4r-aaer-. All beffew p4s
the�, sha4l be dfained and left in a neat,pr-esefftable eepAitiea with a4l slopes dressed ullifeFffl!�-
d4ehes sueh as iffter-eepting; inlet or-et4let, for-tempefai=y, leN,ee E)r-for-any other-t�,pe as
designed or-as shown en the plans. The wer4i sha4l be pe4ofmod i ,I Heftee With the ethe
+;
�r
keep them Goo f debrisor- bsti.,,. ie ems , 4i the p ea; aeeepted,
or-seaFif:�414 Fa depth of 6 in(150 mm). This area shall then be eempaaed as indieated in
paFagmph Ohio heigk of fill is greater-than 4 feet(1-20 em), sod a FeqttiFed te be FemEwed sha4i
eeastnaaed . shown r the plans.
,
blade,
EXCAVATION AND EMBANKMENT P-152-4
3040
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
,
easity for-neneehesiN,e soils, and 90 per-eef4 of mwiimum deasity for-eehesiN,e soils as
[I and to a deal t fnet loss than [] percent of the maximum density as determined by ASTM [].
is obtained.
when leaded and when empty, eN,er-the la�,er-s as the�,ffe plaeod and shall distr-ibt4e the tfa-N,el eN,ea!�,eN,e-F
d with the other-mateFW in the la�,er-.
la the eensti-de4ion of embanlaneffts, la�,er-plaeomefft sha4l begin in the deepest pei4ion of the fill; as
4fw—.
feet(60 effi) in thiekness. Eaeh layef sha4l be leveled and sffieethed with suitable leveling
152-2.7 FINISHING AND PROTECTION OF SUBGRADE. After the subgrade has been substantially
completed the full width shall be conditioned by removing any soft or other unstable material that will not
compact properly. The resulting areas and all other low areas, holes or depressions shall be brought to
grade with suitable select material. Scarifying, blading, rolling and other methods shall be performed to
provide a thoroughly compacted subgrade shaped to the lines and grades shown on the plans.
Grading of the subgrade shall be performed so that it will drain readily. The Contractor shall take all
precautions necessary to protect the subgrade from damage. He/she shall limit hauling over the finished
subgrade to that which is essential for construction purposes.
EXCAVATION AND EMBANKMENT P-152-5
3041
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
All ruts or rough places that develop in a completed subgrade shall be smoothed and recompacted.
No subbase,base, or surface course shall be placed on the subgrade until the subgrade has been approved
by the RPR Eaginee .
152-2.8 HAUL.All hauling will be considered a necessary and incidental part of the work. Its cost shall
be considered by the Contractor and included in the contract unit price for the pay of items of work
involved.No payment will be made separately or directly for hauling on any part of the work.
152-2.9 TOLERANCES. In those areas upon which a subbase or base course is to be placed,the top of
the subgrade shall be of such smoothness that,when tested with a 16 ft(4.8 m) straightedge applied
parallel and at right angles to the centerline,it shall not show any deviation in excess of 1/2 in (12 mm),
or shall not be more than 0.05 ft(0.015 m) from true grade as established by grade hubs or pins. Any
deviation in excess of these amounts shall be corrected by loosening, adding, or removing materials;
reshaping; and recompacting by sprinkling and rolling.
On safety areas, intermediate and other designated areas,the surface shall be of such smoothness that it
will not vary more than 0.10 ft(0.03 m) from true grade as established by grade hubs. Any deviation in
excess of this amount shall be corrected by loosening, adding or removing materials, and reshaping.
152 2.10 TOPSOIL.3A4ion topsoil is speeified or-r-equir-ed as shown en the plans or-under-hem T 905, it
14em T- 905. if-, at the time of&EeaN,atie the topsoil eannet be plaeod in its proper-and fiaa4
—AP— ed en areas that sttbseqttef4l�,will r-equi— --�,--a—atiell OF
-he judgmef4 of the RPR Engineer-, 4 is pr-ae4i.ea4 to plaeo the sa4N,aged topsoil at the
METHOD OF MEASUREMENI
ffleasofed in the steekpiled pesifien as seen as the ffifftefW has been steekpil
EXCAVATION AND EMBANKMENT P-152-6
3042
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
or-igiaa4 gr-eund line established b�, field er-ess seetiens and the fiaa4 theer-etiea4 pa�,hae established b�
a. Plan width of embaakmef4s or-&Eeai,atieas are ehanged b�,more than phis or-miatts 1.0 ft(0.3
motor-); 0
b. Plan elei,atieas of embankmeffts or-&Eeai,atieas are ehanged b�,more than phis or-Minus 0.5
m 1T
BASIS OF n n vn EN
> >
152 4.2 For-"Reek&Eeai,atiea"paymefft sha4l be made at the e iee per-etibie yafd (etibie
iaeidef4a4s fleeessafy t , Mete the item-.
=t o.., n 1 c-2 n i
EXCAVATION AND EMBANKMENT P-152-7
3043
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
TESTING REQUIREMENTS
ASTM D 698 Test for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures, Using
5.5-pound (2.49 kg) Rammer and 12 in(305 mm) Drop
ASTM D 1556 Test for Density of Soil In Place by the Sand-Cone Method
ASTM D 1557 Test for Laboratory Compaction Characteristics of Soil Using Modified Effort
ASTM D 2167 Test for Density and Unit Weight of Soil In Place by the Rubber Balloon Method.
ASTM D 6938 In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear
Methods
END OF ITEM P-152
EXCAVATION AND EMBANKMENT P-152-8
3044
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
ITEM P-211
LIME ROCK BASE COURSE
DESCRIPTION
211-1.1 This item shall consist of the placement and compaction of'base course and re-working and re-
compacting of'existing base course composed of lime rock constructed on the prepared underlying
course per these specifications and shall conform to the dimensions and typical cross-section shown on
the plans.
MATERIALS
211-2.1 Materials. The lime rock base course material shall consist of fossiliferous limestone of uniform
quality. The material shall not contain hard or flinty pieces that will cause a rough surface containing pits
and pockets. The rock shall show no tendency to "air slake"or undergo chemical change when exposed to
the weather. The material when watered and rolled shall be capable of compacting to a dense and well-
bonded base.
Lime Rock Base Course Material Properties2
Lime Rock Oolitic Non-Oolitic
Carbonates of calcium 95%minimum 70%minimum 75%minimum
and magnesium'
Oxides of iron and Less than or equal to Less than or equal to Less than or equal to
aluminum' 2% 2% 2%
Liquid limit Not greater than 35 NA Not greater than 35
Plasticity Index Not greater than 6 NA Not greater than 6
Organic or foreign Not more than 0.5% Not more than 0.5% Not more than 0.5%
matter
Lime Bearing Ratio 125 125 125
(LBR)3 at 0 to +1.5%
optimum
' The combined amount of carbonates,oxides,and silica shall be at least 97%. The material shall be non-
plastic.
2 The chemical analysis of lime rock shall consist of determining the insoluble silica,iron oxide,and alumina
by solution of the sample in hydrochloric (HCl)acid,evaporating,dehydrating,re-dissolving the residue,and
neutralizing with ammonium hydroxide,filtering,washing,and igniting the residue lime rock. The difference
between the percentage of insoluble matter and 100%is reported as carbonates of calcium and magnesium.
3 FM 5-515,Florida Method of Test for Lime Rock Bearing Ratio
LIME ROCK BASE COURSE P-211-1
3045
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
Lime Rock Base Course Gradation
Sieve Designation Percentage by Weight Passing
(square openings) Sieves
3-1/2 inch(87.5 mm) 100
3/4 inch(19.0 mm) 50-100
All fine material shall consist entirely of dust of fracture (fine portion passing the No. 10 (2.00 mm)
sieve).
211 2.2 Sampling and Testing.
a. Aggregate base materials. 44io Gef4r-aaer-sha4l te&e samples of the aggregate base in aeeefdanee-
. . �s in paFagmph-211 -2.1. 44iis sampling and testing will be the basis for-appr-eN,a4 of the
b. Gradation r-equir-ements. The Gefftfaeter-sha4l te&e at least two aggFegate base samples per-da�,
with the lot size used for-deasit�,. The samples sha4l he--. -4-effi-the in plaeo, tin eempaaed mateFW
211 2.3 Separation Geetextile. Not U
CONSTRUCTION METHODS
211-3.2 Preparing underlying course. The RPR shall check and accept the underlying course before
placing and spreading operations are started. Any ruts or soft yielding places caused by improper drainage
conditions, hauling, or any other cause shall be corrected at the Contractor's expense before the base
course is placed. Material shall not be placed on frozen subgrade.
211-3.3 Placement. The material shall be placed and spread on the prepared underlying layer by spreader
boxes or other devices as approved by the RPR,to a uniform thickness and width. The equipment shall
have positive thickness controls to minimize the need for additional manipulation of the material.
Dumping from vehicles that require re-handling shall not be permitted. Hauling over the uncompacted
base course shall not be permitted.
The material shall meet gradation and moisture requirements prior to compaction. The layer shall be
constructed in lifts as established in the control strip,but not less than 4 inches (100 mm)nor more than
12 inches (300 mm)of compacted thickness.
When more than one lift is required to establish the layer thickness shown on the plans,the construction
procedure described here shall apply to each lift. No lift shall be covered by subsequent lifts until tests
LIME ROCK BASE COURSE P-211-2
3046
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
verify that compaction requirements have been met. The Contractor shall rework, re-compact and retest
any material placed which does not meet the specifications.
211-3.4 Compaction. Immediately upon completion of the spreading operations, compact each layer of
the base course, as specified, with approved compaction equipment. The number,type, and weight of
rollers shall be sufficient to compact the material to the required density within the same day that the
aggregate is placed on the subgrade. The field density of each compacted lift of material shall be at least
10 0% of the maximum density of laboratory specimens prepared from samples of the subbase material
delivered to the iobsite. The moisture content of the material during placing operations shall be within±2
percentage points of the optimum moisture content as determined by ASTM D1557. Maximum density
refers to maximum dry density at optimum moisture content unless otherwise specified.
211-3.5 Finishing.After the watering and rolling of the base course,the entire surface shall be scarified
to a depth of at least 3 inches (75 mm) and shaped to the exact crown and cross-section with a blade
grader. The scarified material shall be rewetted and thoroughly rolled. Rolling shall continue until the
base is bonded and compacted to a dense,unyielding mass,true to grade and cross-section. Scarifying and
rolling of the surface of the base shall follow the initial rolling of the lime rock by not more than four(4)
days. When the lime rock base is constructed in two layers,the scarifying of the surface shall be to a
depth of 2 inches (50 mm).
If cracks or checks appear in the base before the surface course is laid,the Contractor shall rescarifying,
reshaping, watering, add lime rock where necessary, and recompact. If the underlying material becomes
mixed with the base course material,the Contractor shall,without additional compensation, remove,
reshape, and recompact the mixture.
211-3.6 Weather limitations. Material shall not be placed unless the ambient air temperature is at least
40T (4°C) and rising. Work on base course shall not be conducted when the subgrade or subbase is wet
or frozen or the base material contains frozen material.
211-3.7 Maintenance. The base course shall be maintained in a condition that will meet all specification
requirements until the work is accepted by the RPR. When material has been exposed to excessive rain,
snow, or freeze-thaw conditions, prior to placement of additional material,the Contractor shall verify that
materials still meet all specification requirements. Equipment may be routed over completed sections of
base course, provided that no damage results and the equipment is routed over the full width of the
completed base course. Any damage resulting to the base course from routing equipment over the base
course shall be repaired by the Contractor at the Contractor's expense.
When necessary,temporary drainage measures shall be installed to furnish and maintain the integrity and
compaction of the base course. The cost necessary to install,maintain, and remove any temporary
drainage measures will not be paid for separately,but shall be incidental to the associated pay items.
211-3.8 Surface tolerance. After the course has been compacted,the surface shall be tested for
smoothness and accuracy of grade and crown. Any portion lacking the required smoothness or failing in
accuracy of grade or crown shall be scarified to a depth of at least 3 inches (75 mm), reshaped and
recompacted to grade until the required smoothness and accuracy are obtained and approved by the RPR.
Any deviation in surface tolerances shall be corrected by the Contractor at the Contractor's expense. The
smoothness and accuracy requirements specified here apply only to the top layer when base course is
constructed in more than one layer.
a. Smoothness. The finished surface shall not vary more than 3/8-inch (9 mm)when tested with a
12-foot(3.7-m) straightedge applied parallel with and at right angles to the centerline. The straightedge
shall be moved continuously at half the length of the 12-foot(3.7-m) straightedge for the full length of
each line on a 50-foot(15-m)grid.
LIME ROCK BASE COURSE P-211-3
3047
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
b. Grade. The grade and crown shall be measured on a 50-foot(15-m)grid and shall be within+0
and -1/2 inch(12 mm) of the specified grade.
211-3.9 Acceptance sampling and testing. Lime rock base course shall be accepted for density on an
area basis. Two tests shall be made for density and thickness for each 300 square yards. Sampling
locations will be determined on a random basis per ASTM D3665.
a. Density. The Contractor's laboratory shall perform all density tests in the RPR's presence and
provide the test results upon completion to the RPR for acceptance.
Each area shall be accepted for density when the field density is at least [ 10 0% ] of the maximum
density of laboratory specimens compacted and tested per ASTM D 15 5 7. The in-place field density shall
be determined per ASTM D1556 or ASTM D6938 using Procedure A, the direct
transmission method. ASTM D6938 shall be used to determine the
moisture content of the material. The machine shall be calibrated in
accordance with ASTM D6938 . If the specified density is not attained,the entire area shall be
reworked and/or recompacted and two additional random tests made. This procedure shall be followed
until the specified density is reached. Maximum density refers to maximum dry density at optimum
moisture content unless otherwise specified.
b. Thickness. Depth tests shall be made by test holes or cores at least 3 inches (75 mm)in diameter
that extend through the base. The thickness of the base course shall be within+0 and -1/2 inch (12 mm)of
the specified thickness as determined by depth tests taken by the Contractor in the presence of the RPR
for each area. Where the thickness is deficient by more than 1/2-inch(12 mm),the Contractor shall
correct such areas at no additional cost by scarifying to a depth of at least 3 inches (75 mm), adding new
material of proper gradation, and the material shall be blended and recompacted to grade. The Contractor
shall replace, at his expense,base material where depth tests have been taken.
211-3.10 Rework Lime Rock Base. The Contractor shall rework the existing lime rock base course as
indicated on the plans to minimum depth of 4 inches. The rework shall include re-grading and re-
compaction to meet the required densities.
AIET-140D OF MEASUREMENT
we r ..gin
payffiefft.
linte reek base eetir-se re graded and re eentpae4ed and oeee
BASIS OF D A VAiiENT-
the iteffi.
LIME ROCK BASE COURSE P-211-4
3048
Jacobs Key West International Airport 1/23
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Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
The cost of removing cracks and checks including the labor, and the additional lime rock necessary for
crack elimination,will not be paid for separately but shall be included in the contract price per cubic yard
(etibie mote for lime rock base course.
equi
P m f4 will be made, rdor•
per-squar-eyard
REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications
are referred to within the text by the basic designation only.
ASTM International(ASTM)
ASTM C 136 Standard Test Method for Sieve or Screen Analysis of Fine and Coarse
Aggregates
ASTM D75 Standard Practice for Sampling Aggregates
ASTM D698 Standard Test Methods for Laboratory Compaction Characteristics of
Soil Using Standard Effort (12,400 ft-lbf/ft3(600 kN-m/m3))
ASTM D1556 Standard Test Method for Density and Unit Weight of Soil in Place by
the Sand-Cone Method
ASTM D 1557 Standard Test Methods for Laboratory Compaction Characteristics of
Soil Using Modified Effort (56,000 ft-lbf/ft3 (2700 kN-m/m3))
ASTM D3665 Standard Practice for Random Sampling of Construction Materials
ASTM D4318 Standard Test Methods for Liquid Limit, Plastic Limit,and Plasticity
Index of Soils
ASTM D4491 Standard Test Methods for Water Permeability of Geotextiles by
Permittivity
ASTM D4751 Standard Test Methods for Determining Apparent Opening Size of a
Geotextile
American Association of State Highway and Transportation Officials (AASHTO)
M288 Standard Specification for Geosynthetic Specification for Highway
Applications
END OF ITEM P-211
LIME ROCK BASE COURSE P-211-5
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Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
INTENTIONALLY LEFT BLANK
LIME ROCK BASE COURSE P-211-6
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Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
SECTION 337
ASPHALT CONCRETE FRICTION COURSES
DESCRIPTION
337-1.1 Construct an asphalt concrete friction course pavement with the type of mixture specified
in the Contract, or when offered as alternates, as selected. This Section specifies mixes designated
as F-5, FG 9.�, �� ' FC-12.5.
Meet the plant and equipment requirements of Section 320, as modified herein. Meet the general
construction requirements of Section 330, as modified herein.
MATERIALS
337-2.1 General Requirements: Meet the requirements specified in Division III as modified
herein. The Engineer will base continuing approval of material sources on field performance.
Warm mix technologies (additives, foaming techniques, etc.)listed on the FDOT's website may be
used in the production of the mix. The URL for obtaining this information, if available, is:
http://www.dot.state.fl.us/Specificationsoffice/implemented/URLinSpecs/files/WarmI�xAsphalt
_
M. df.
337-2.2 Asphalt Binder: Meet the requirements of Section 336, and any additional requirements
or modifications specified herein for the various mixtures. When called for in the Contract
Documents, use a PG 76-22 asphalt binder meeting the requirements of 916-1. For projects with a
total quantity of FG 5, FG 9.5,�FC-12.5 less than 500 tons, the Contractor may elect to substitute
a PG 76-22 for the ARB-12 or ARB-5, meeting the requirements of 916-1.
337-2.3 CRPRse Aggregate: Meet the requirements of Section 901, and any additional
requirements or modifications specified herein for the various mixtures.
337-2.4 Fine Aggregate: Meet the requirements of Section 902, and any additional requirements
or modifications specified herein for the various mixtures.
337-2.5 Hydrated Lime: Meet the requirements of AASHTO M 303-89 (2010), Type 1. Provide
certified test results for each shipment of hydrated lime indicating compliance with the
specifications.
337-2.6 Liquid Anti-strip Additive: Meet the requirements of 916-4 and be listed on the
Department's Qualified Products List(QPL).
337-2.7 Fiber Stabilizing Additive (Required for FC-5 only): Use either a mineral or cellulose
fiber stabilizing additive. Meet the following requirements:
ASPHALT CONCRETE FRICTION COURSES 337-1
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Jacobs Key West International Airport 1/23
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Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
337-2.7.1 Mineral Fibers: Use mineral fibers (made from virgin basalt, diabase,
or slag) treated with a cationic sizing agent to enhance the disbursement of the
fiber, as well as to increase adhesion of the fiber surface to the bitumen. Meet the
following requirements for physical properties:
1. Size Analysis
Average fiber length: 0.25 inch(maximum) Average fiber
thickness: 0.0002 inch (maximum)
2. Shot Content(ASTM C612)
Percent passing No. 60 Sieve: 90 - 100
Percent passing No. 230 Sieve: 65 - 100
Provide certified test results for each batch of fiber material indicating compliance with
the above tests.
337-2.7.2 Cellulose Fibers: Use cellulose fibers meeting the following
requirements
1. Fiber length: 0.25 inch (maximum)
2. Sieve Analysis
a. Alpine Sieve Method
Percent passing No. 100 sieve: 60-80 b. Ro-Tap Sieve Method
Percent passing No. 20 sieve: 80-95
Percent passing No. 40 sieve: 45-85
Percent passing No. 100 sieve: 5-40
3. Ash Content: 18% non-volatiles (plus or minus 5%)
4. pH: 7.5 (plus or minus 1.0)
5. Oil Absorption: 5.0% (plus or minus 1.0) (times fiber weight)
6. Moisture Content: 5.0%by weight(maximum)
Provide certified test results for each batch of fiber material indicating
compliance with the above tests.
GENERAL COMPOSITION OF MIXES
337-3.1 General: Use a bituminous mixture composed of aggregate (cRPRse, fine, or a mixture
thereof), asphalt binder, and in some cases, fibers and/or hydrated lime. Size, uniformly grade and
combine the aggregate fractions in such proportions that the resulting mix meets the requirements
of this Section.
337-3.2 Specific Component Requirements by Mix:
337-3.''FC-�
0 0 0
ethef
a-v,ailabl is--.
ASPHALT CONCRETE FRICTION COURSES 337-2
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Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
4 -I1f4 dat 34 17 r/�
337 3.2.1.2 Asphalt 9 nde... Use an n RB 12 »Ρ1,.,1��P�aeni
337 3.2..1.3 Hydrated d Lime!! Add the lifne at a dosage f 1 nod b
337 3.2.1.4 Liquid Ant ..,,i.1 anti strip additivea rate of
0
rates of anti strip additive may be used upen appr-Ewal of the Engineer-.
337-3.2.1.5 Fiber Stabilizing Additive! Add either- fnineral fibers at
dosage rate of 0 ase ers at a osage rate 0
weight of tatal fni�E.
337-3.2.2 FC-9.5 and FC-12.5:
337-3.2.2.1: Aggregates: Use an aggregate blend that consists of crushed
granite, crushed Oolitic limestone, other crushed materials (as approved by the Engineer for
friction courses per Rule 14-103.005, Florida Administrative Code), or a combination of the
above. Crushed limestone from the Oolitic formation may be used if it contains a minimum of
12% silica material as determined by FM 5-5 10 and the Engineer grants approval of the source
prior to its use. As an exception, mixes that contain a minimum of 60% crushed granite may either
contain: 1) up to 40%fine aggregate from other sources or 2) a combination of up to 20% RAP
and the remaining fine aggregate from other sources.
A list of aggregates approved for use in friction course may be
available on the FDOT's website. The URL for obtaining this information, if available, is:
ftp://ftp.dot.state.fl.us/fdot/smo/website/sources/frictioncouLse.dfdf .
337-3.2.2.2: Asphalt Binder: Use an ARB-5 asphalt rubber binder. If
called for in the Contract Documents, use a PG 76-22 asphalt binder.
337-3.3 Grading Requirements:
337
�l��.
sh
Table 337 4
3,14inek „ 3,18 ifteh I New 1 Ne-S Ne-16 Ne. 30 Ne. 50 Ne.100 Ne-=0
00 95-+9 -5-5� 1 15 2 5 1 54-0 2-4
337-3.3.3 FC-12.5: Meet the design gradation requirements for a SP-12.5
Superpave fine mix as defined in 334-3.2.2.
MIX DESIGN
ASPHALT CONCRETE FRICTION COURSES 337-3
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Emergency Repairs-Runway 9 Safety Area-Remove and Install EMAS
P
Aggregate�ie Binder- t
ram,-
she r,-aaite Y r`.,v,
c c n
337 4.2 Fc-9.5 and FC 12.5. Pr-,,vide a fni�E design eanfer-ming t ther-e 0 0 I� If
3 3 4 3.2 tialess atheFwise designated in the plans. Develop the fni�E design using an ARB 5 or-P&
337-4.3 Revision of Mix Design: For FC-5, FC-9.5 and FC-12.5, meet the requirements of 334-
3.3. For FC-5, all revisions must fall within the gradation limits defined in Table 337-1.
CONTRACTOR'S PROCESS CONTROL
337-5.1 Provide the necessary process control of the friction course mix and construction in
accordance with the applicable provisions of 320-2, 330-2 and 334-4. The Engineer will monitor
the spread rate periodically to ensure uniform thickness. Provide quality control procedures for
daily monitoring and control of spread rate variability. If the spread rate varies by more than 5% of
the spread rate set by the Engineer in accordance with 337-8, immediately make all corrections
necessary to bring the spread rate into the acceptable range.
ACCEPTANCE OF THE MIXTURE
337-6.1 F-9.5 and FC-12.5: Meet the requirements of 334-5. The project shall be classified as
Asphalt Work Category 3 per Table 334-1 and density testing shall be required per Specification
334.
337-6.2 Additional Acceptance Criteria
(A) Thickness. Thickness of each lift of surface course shall be evaluated by the RPR for compliance
to the requirements shown on the plans. Measurements of thickness shall be made by the RPR using
the cores extracted for density measurement. The maximum allowable deficiency at any point shall
not be more than '/in less than the thickness indicated for the lift.Average thickness of lift, or
combined lifts, shall not be less than the indicated thickness. Where the thickness tolerances are not
met, area shall be corrected by the Contractor at his expense by removing the deficient area and
replacing with new pavement. The Contractor, at his expense, may take additional cores as approved
by the RPR to circumscribe the deficient area.
(B)Smoothness. The final surface shall be free from roller marks. The finished surfaces of each
course of the pavement, except the finished surface of the final course, shall not vary more than %in
when evaluated with a 16 ft straightedge. The finished surface of the final course of pavement shall
not vary more than '/in when evaluated with a 16 ft straightedge. The lot size shall be 2,000 square
yards. Smoothness measurements shall be made at 50 ft intervals and as determined by the RPR. In
the longitudinal direction, a smoothness reading shall be made at the center of each paving lane. In
the transverse direction, smoothness readings shall be made continuously across the full width of the
pavement. However, transverse smoothness readings shall not be made across designed grade
changes.At warped transition areas, straightedge position shall be adjusted to measure surface
smoothness and not design grade transitions. When more than 15 percent of all measurements within
a lot exceed the specified tolerance, the Contractor shall remove the deficient area to the depth of the
final course of pavement and replace with new material. Skin patching shall not be permitted
ASPHALT CONCRETE FRICTION COURSES 337-4
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Emergency Repairs-Runway 9 Safety Area-Remove and Install EMAS
Isolated high points may be ground off providing the course thickness complies with the thickness
specified on the plans. High point grinding will be limited to 15 sq yd Areas in excess of 15 sq yd will
require removal and replacement of'the pavement in accordance with the limitations noted above.
(() Grade. The finished surface of'the pavement shall not vary from the gradeline elevations and
cross sections shown on the plans by more than in (12.70 mm). The finished grade of'each lot will
be determined by running levels at intervals of'50 feet(15.2 m) or less longitudinally and all breaks in
grade transversely (not to exceed 50 feet) to determine the elevation of'the completed pavement. The
Contractor shall pay the cost of'surveying of'the level runs that shall be performed by a licensed
surveyor. The documentation, stamped and signed by a licensed surveyor, shall be provided by the
Contractor to the Engineer. The lot size shall be 2,000 square yards. When more than 15 percent of
all the measurements within a lot are outside the specified tolerance, or if'any one shot within the lot
deviates '/in or more from planned grade, the Contractor shall remove the deficient area to the depth
of'the final course of'pavement and replace with new material Skin patching shall not be permitted
Isolated high points may be ground off'providing the course thickness complies with the thickness
specified on the plans. The surface of'the ground pavement shall have a texture consisting of'grooves
between 0.090 and 0.130 in wide. The peaks and ridges shall be approximately 1132 in higher than
the bottom of'the grooves. The pavement shall be left in a clean condition. The removal of'all of'the
slurry resulting from the grinding operation shall be continuous The grinding operation should be
controlled so the residue from the operation does not flow across other lanes of'pavement. High point
grinding will be limited to 15 sq yd Areas in excess of'15 sq yd will require removal and replacement
of'the pavement in accordance with the limitations noted above.
337 6.2 Fr c. moot the f 3 3 4 c wit-1 the f iiaw* t o eptta,,s.
1. The ., epte a . �;t -o eet to g-.,.aatiov,
3. rc sr2e-6f FG-SJ will be 2,000 tens, wicrreaeh LOT sub6vided and -1
aeeefdanee with 334 5.8. Ne density tesfing will be fequifed f-ef these ffii�Etufes.
Table 7s
Gh et s Telefanee (I-)
0
o T,,,get rk 7 cn
0
- TzafgE+3rT0
33 6.2.1 individual Test Tolerafteesfor FC-5 Produetion! T,,f ffi n 4 the LOT
ASPHALT CONCRETE FRICTION COURSES 337-5
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Emergency Repairs-Runway 9 Safety Area-Remove and Install EMAS
fneet the r- of L
2�eanseetitiye test "1*s withinthe safne TOT for- g-.,.aatio,, an an
f the fell sizes and do not f ree +c c e r-equir-ementsof Ti--able 337 2.Tic
When "-ccLOTis ter-minated due to ^ QG fail ,-0 stoppr-oduetion of the
eantr-al failtir-e, as identified in 105 9.6.4. in the event that it ean be demeastr-ated that the pr-ablem
ean immediately be or-air-eady has been resolved, it will not be neeessafy to stop Plant Level 11 teehaieiaa(s) responsible for-the deeision to r-estifne pr-oduetion after-a qua4y
pr-oduetion tifitil appr-ap..*-,'- --..ee_6 eas have been made. infer-m the Engineer-of the pr-ablem and-
test the fnater-ial to ver-if�that the ehanges have FOB em. Stimmar-ize this
infer-mation and provide it to the to the. eqq_d Ae f i�__e AIAI,A-FILE shi f4 when pro dlul eti A-4a
in the event that " Q e is not zaddressed defined above, the
Engineer's approval will be r-equir-ed prior-to r-estifning pr-oduetion aftef:any fiittir-e QG failtir-es.
Address any fnater-ial represented by a failing test r-estilt in a6ear-danee
SPECIAL CONSTRUCTION REQUIREMENTS
337 7.2 Longitudinal Gr-ade Contr-ols for- Open Gr-aded Fr-ietioft Courses! On FG 5, use eithef
teffipefa+ufe (the teffipefa+ufe in the shade away ffeffi affifieial heat) is 4 ef abeNe 337 7.1 Hot Storage of FC 5 Afixtur-es! When ti-i... star-age bins in the aafma4-
0
to 5 0
0
le y.
•
Phi- TeW Weight of Relief (pounds) TeW Width of Dfums (inehes-)
ASPHALT CONCRETE FRICTION COURSES 337-6
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Emergency Repairs-Runway 9 Safety Area-Remove and Install EMAS
(ARY 'Var-iation of this tuir-emeat ust be appr-aved by the Engineer-)Establish an
a rolling pa4ter-a for-the p-avemeat in order-to eff-eetively seat the fni�Etur-e withat4
eftishing the aggregate. in the event that the roller-begins to emsh the aggregate, r-eduee the
tandem steel wheel roller-weighing not fnar-e than 13 5 lb/per-linear-ineh(PLI) of dmfn width.
337-7.5 Temperature Requirements for F-. FC-12.5:
337-7.5.1 Air Temperature at Laydown: Meet the requirements of Table 330-1.
337-7.5.2 Temperature of the Mix: Heat and combine the asphalt binder and
aggregate in a manner to produce a mix having a temperature, when discharged from the plant,
meeting the requirements of 320-6.3. Meet all requirements of 330-6.1.3 at the roadway.
337-7.6 Prevention of Adhesion: To minimize adhesion to the drum during the rolling operations,
the Contractor may add a small amount of liquid detergent to the water in the roller. At
intersections and in other areas where the pavement may be subjected to cross-traffic before it has
cooled, spray the approaches with water to wet the tires of the approaching vehicles before they
cross the pavement.
337-7.7 Transportation Requirements of Friction Course Mixtures: Cover all loads
of friction course mixtures with a tarpaulin, or waterproof cover, meeting requirements of 320-7.
337-7.8 Asphalt Rubber Binder Requirements: Meet the requirements of Section 336
Asphalt Rubber Binder, particularly noting testing and action requirements to be met at the project
site.
THICKNESS OF FRICTION COURSES
337-8.1 FC-12.5 and .5: The thickness of the friction course layer will be the plan thickness
as shown in the Contract Documents. For construction purposes, the plan thickness will be
converted to spread rate as defined in 334-1.4.
Plan quantities are based on a G..of 2.540, corresponding to a spread rate of 110
lbs/yd�-in. Pay quantities will be based on the actual maximum specific gravity of the mix being
used.
based en the eeffibined aggfeg4e bulk speeifie gfa-,�ity ef the asphalt ffii�i being used as shewn in
the fellewi
' G 4�
G
��.
used,
ASPHALT CONCRETE FRICTION COURSES 337-7
3057
A. • ♦ • •
1
�1 y
A Ill
1
A M" I N- W-1-a"
ON
OlIll
hill
11 11 1 IN A
MIAMI
VAN
1 11
. ... . . . . .. .. .. . . .. .. . . .. . . .. . . ..
10 ON,
1 1 1 1 .Al Al Al
... .. . ... ... .. .. .. .. .. . ... .. .. ..
1 1
•
♦ ♦ i
i
Jacobs Key West International Airport 1/23
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Emergency Repairs-Runway 9 Safety Area-Remove and Install EMAS
obtained.hydrated lifne, and fni�E them in stieh a manner-that unifer-m eeating of the aggregate is
Central the IP hydrated lifne to within plus or-fniatis 0
Aggregate pr-etr-eated with hydrated lifne in this manner- shall be inear-par-ated into the asphalt
337 9.3.1 Hydrated Lime Pretreatment Methods! Pretreat the aggr-e,,-,-
Prrccre' eat vTi t • A Pf F a-f : Add•a the d gciiTn4y of by rnq of
0
aeetir-ately pr-apai4iaa the aggregate and hydrated lifne and fni�E them in stieh a manner- as to
Pr-etr-eatfnentM thad B Hydr-atedbifne4A'ater cl„rn,. Add the r-equir-ed
quan4y of hydrated lifne (based an dfy weight) in a hydrated lifne4ater- sltir-fy far-fn to the
aggregate. Provide a saltition eansisting of hydrated lifne and water-in a eafleentr-ation to provide
eff-eetive tr-eatment. Us to blend and maintain the hydrated lifne in stispeastan, to
aeetir-ately pr-apai4iaa the aggregate and hydrated lifne4ater- sltir-fy, and to fni�E them to provide a
tifl;fer-m ,1;
-.2 Blending nr neee- adequate �eser-ds for-
i4af:fnafiaa, eei4ified test r-estilts for-the hydrated lifne, aggr- Fe eanteat prior-to
blending, as blended quantities of aggregate and hydrated lifne, pr-qjeet Humber-, etistafner-name,
and shipping date.
eei4ifieafiaa with eaeh lead of fnater-ial delivered to the I=A4A plant, that the fnater-ial has been
pfetfea+ed.
FAILING MATERIAL
337-10.1 Meet the requirements of 334-5.9.
Table 337 2 in liett ef Table 334-5.
METHOD THOD OF r E A c 7 RENW T
320 and 330), the quanfit-y te be paid f-ef will be the weight ef the ffii�itufe, in tens. The pay qttanttt�,
The bid pfiee f-ef the asphalt ffii�E will inelude the eest ef the asphalt bindef (asphalt f:ubbef(ef
pelyffief), asphalt eeffient, gfeund fife f:ubbef, anli gent, blending and handling) and the
ASPHALT CONCRETE FRICTION COURSES 337-9
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Emergency Repairs-Runway 9 Safety Area-Remove and Install EMAS
Prepare a Gei4ifieafiaa of Quantities, using the FDOT-'s etir-r-eflt appr-aved far-fn, for-the eei4ified
asphalt eaner-ete ffietion eatir-se pay item. Submit this eei4ifiea ion to the Engineer-no later-than
Twelve 0'elaek neon N4aada-y af4er-the estifnate eti4 ag or-as dir-eeted by the Engineer-, based an
Gei4ifieafiaa and the tons pr-odueed for-eaeh asphalt pay itefiR.,
BASIS F D ArvCENT
X37 12.1 General! Pr-iee and pa-yfneat will be fall eampeasation for- all the waAE speeified tinder-
qua4y of the fnater-ial, a pay adjustment-411 be applied to the bid pr-iee of the fnater-ial as
deter-mined an a LOT by LOT The pay adjustmeat will be assessed by ealetilating a Pay
Faetar-for-individual qua4y ehar-aeter-isties. The pay adjustmeat will be eampt4ed by multiplying a-
Composite Pay Faetar-for-the LOT by the bid pr4ee per-ton. Per-far-fn all ealetila4iaas with the
FDOT- Asphalt 1t Plant Eter eel
337 12.3zFC c. N4eet ther-equir-ements f 3 3 4 9 with the f6lie.,ing o
Pay Table f-ef Dense Gfaded Nfi�Etufes in the Depaftfflent's Asphalt Plant Pay
ASPHALT CONCRETE FRICTION COURSES 337-10
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Emergency Repairs-Runway 9 Safety Area-Remove and Install EMAS
Table 337-3
SpecifTeatie z G 5
Passing 3/9 ineh sieve 0i4
Rem No. 337 1 Aspr1'ialtie Goner-@t2-Swfa er-ton.
ASPHALT CONCRETE FRICTION COURSES 337-11
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Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
INTENTIONALLY LEFT BLANK
ASPHALT CONCRETE FRICTION COURSES 337-12
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Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
ITEM P-602
BITUMINOUS PRIME COAT
DESCRIPTION
602-1.1 This item shall consist of an application of bituminous material on the prepared base course in
accordance with these specifications and in reasonably close conformity to the lines shown on the plans.
MATERIALS
602-2.1 BITUMINOUS MATERIAL. The types, grades, controlling specifications, and application
temperatures for the bituminous materials are given in Table 1. The Resident Project Representative
(RPR) shall designate the specific material to be used.
Table 1 Bituminous Material
Type and Specification Application Temperatures'
Grade Deg.F Deg. C
Emulsified Asphalt
SS-1, SS-lh ASTM D 977 70-160 20-70
races n crrT 77 :79 160 M :7e
4-
rcc ,,rcc n crrr 97- 20 :7e
n SrrT rr 228--70
RC= 30 ASTA4 D 2029 80-+ 30-+
RC= A) ASTA4 D 2029 i2() -50--4=
ASTA4 D 2029 165 7-5-+
' The maximum temperature for cutback asphalt shall be that at which fogging
occurs.
CONSTRUCTION METHODS
602-3.1 WEATHER LIMITATIONS. The prime coat shall be applied only when the existing surface is
dry or contains sufficient moisture to get uniform distribution of the bituminous material,when the
atmospheric temperature is above 60 °F (15 °C), and when the weather is not foggy or rainy. The
temperature requirements may be waived,but only when so directed by the RPR Engineer.
602-3.2 EQUIPMENT. The equipment used by the Contractor shall include a self-powered pressure
bituminous material distributor and equipment for heating bituminous material.
BITUMINOUS PRIME COAT P-602-1
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The distributor shall be designed, equipped,maintained, and operated so that bituminous material at even
heat may be applied uniformly on variable widths of surface at the specified rate. The allowable variation
from the specified rate shall not exceed 10 percent. Distributor equipment shall include a tachometer,
pressure gauges, volume-measuring devices or a calibrated tank, and a thermometer for measuring
temperatures of tank contents. The distributor shall be self-powered and shall be equipped with a power
unit for the pump and full circulation spray bars adjustable laterally and vertically.
If the distributor is not equipped with an operable quick shut off valve,the prime operations shall be
started and stopped on building power. The Contractor shall remove blotting sand prior to asphalt
concrete lay down operations at no additional expense to the owner.
A power broom and/or blower shall be provided for any required cleaning of the surface to be treated.
602-3.3 APPLICATION OF BITUMINOUS MATERIAL. Immediately before applying the prime
coat, the full width of the surface to be primed shall be swept with a power broom to remove all loose dirt
and other objectionable material.
The bituminous material including solvent shall be uniformly applied with a bituminous distributor at the
rate of 0.25 to 0.50 gallons per square yard (1.20 to 2.40 liters per square meter) depending on the base
course surface texture. The type of bituminous material and application rate shall be approved by the
RPR Eaginee prior to application.
Following the application, the primed surface shall be allowed to dry not less than 48 hours without being
disturbed or for such additional time as may be necessary to permit the drying out of the prime coat until
it will not be picked up by traffic or equipment. This period shall be determined by the Engineer. The
surface shall then be maintained by the Contractor until the surfacing has been placed. Suitable
precautions shall be taken by the Contractor to protect the primed surface against damage during this
interval, including supplying and spreading any sand necessary to blot up excess bituminous material.
602-3.4 BITUMINOUS MATERIAL CONTRACTOR'S RESPONSIBILITY. Samples of the
bituminous materials that the Contractor proposes to use, together with a statement as to their source and
character, must be submitted and approved before use of such material begins. The Contractor shall
require the manufacturer or producer of the bituminous materials to furnish material subject to this and all
other pertinent requirements of the contract. Only satisfactory materials, so demonstrated by service tests,
shall be acceptable.
The Contractor shall furnish vendor's certified test reports for each carload, or equivalent, of bituminous
material shipped to the project. The test reports shall contain all the data required by the applicable
specification. If the Contractor applies the prime material prior to receipt of the tests reports,payment for
the material shall be withheld until they are received. If the material does not pass the specifications it
shall be replaced at the contractor's expense. The report shall be delivered to the Engineer before
permission is granted for use of the material. The furnishing of the vendor's certified test report for the
bituminous material shall not be interpreted as basis for final acceptance. All such test reports shall be
subject to verification by testing samples of materials received for use on the project.
602-3.5 FREIGHT AND WEIGH BILLS. Before the final estimate is allowed,the Contractor shall file
with the Engineer receipted bills when railroad shipments are made, and certified weigh bills when
materials are received in any other manner, of the bituminous materials actually used in the construction
covered by the contract. The Contractor shall not remove bituminous material from the tank car or storage
tank until the initial outage and temperature measurements have been taken by the Engineer, nor shall the
car or tank be released until the final outage has been taken by the Engineer.
Copies of freight bills and weigh bills shall be furnished to the Engineer during the progress of the work.
METHOD OF MEASUREMENI
BITUMINOUS PRIME COAT P-602-2
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Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
602 4.1 44io bituminetis mateFW for-prime eeat sha4l be measur-ed b�,the gallon . Volume sha4l be
r-e
BASIS OF D A YMEN602 5.1 Pa�,mefft sha4l be made at the eefftr-aa unit pr4ee per-gallon for-b4tt eeat. 44iis pFiee-
mateFWs, and for-a4l lab tools, and iaeidef4a4s aeeessaf�,to eemplete this item.
Pa�,mefft will be made uffder--.
14em P 60-2 15.1 Bituminous Prime Coat per-gallon
TESTING REQUIREMENTS
ASTM D 1250 Petroleum Measurement Tables
Asphalt Institute Asphalt Pocketbook of Useful Information (Temperature-Volume Corrections
Manual MS-6 Table for Emulsified Asphalts)
1V-3
MATERIAL REQUIREMENTS
ASTM D 977 Emulsified Asphalt
ASTM D 2028 Cutback Asphalt(Rapid Curing Type)
ASTM D 2397 Cationic Emulsified Asphalt
END OF ITEM P-602
BITUMINOUS PRIME COAT P-602-3
3065
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
INTENTIONALLY LEFT BLANK
BITUMINOUS PRIME COAT P-602-4
3066
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Install EMAS
ITEM P-603
BITUMINOUS TACK COAT
DESCRIPTION
603-1.1 This item shall consist of preparing and treating a bituminous or concrete surface with
bituminous material in accordance with these specifications and in reasonably close conformity to the
lines shown on the plans.
MATERIALS
603-2.1 BITUMINOUS MATERIALS. The bituminous material shall be either cutback asphalt,
emulsified asphalt, or tar and shall conform to the requirements of Table 1. The type, grade, controlling
specification, and application temperature of bituminous material to be used shall be specified by the
Resident Project Representative (RPR) Eaginee .
Table 1 Bituminous Material
Type and Grade Specification Application Temperature
Deg.F Deg. C
Emulsified Asphalt
SS-1, SS-lh ASTM D 977 75-130 25-55
rcc , rcc ,i ncrrr rr :75 Pe 25-55
RG :70 n c rrT ry 1re0-160 50 :78
�-a-r
RT-GB c RTC43 6 n n currn NI c2 60 129 .15 59
CONSTRUCTION METHODS
603-3.1 WEATHER LIMITATIONS. The tack coat shall be applied only when the existing surface is
dry and the atmospheric temperature is above 60 °F (15 °C). The temperature requirements may be
waived, but only when so directed by the RPR€nginee .
603-3.2 EQUIPMENT. The Contractor shall provide equipment for heating and applying the bituminous
material.
The distributor shall be designed, equipped,maintained, and operated so that bituminous material at even
heat may be applied uniformly on variable widths of surface at the specified rate. The allowable variation
from the specified rate shall not exceed 10 percent. Distributor equipment shall include a tachometer,
pressure gauges, volume-measuring devices or a calibrated tank, and a thermometer for measuring
temperatures of tank contents. The distributor shall be self-powered and shall be equipped with a power
unit for the pump and full circulation spray bars adjustable laterally and vertically.
BITU MI NOUS TACK COAT P-603-1
3067
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Install EMAS
If the distributor is not equipped with an operable quick shut off valve,the tack operations shall be started
and stopped on building paper. The Contractor shall remove blotting sand prior to asphalt concrete lay
down operations at no additional expense to the owner.
A power broom and/or blower shall be provided for any required cleaning of the surface to be treated.
603-3.3 APPLICATION OF BITUMINOUS MATERIAL. Immediately before applying the tack coat,
the full width of surface to be treated shall be swept with a power broom and/or air blast to remove all
loose dirt and other objectionable material.
Emulsified asphalt shall be diluted by the addition of water when directed by the RPR Eaginee and shall
be applied a sufficient time in advance of the paver to ensure that all water has evaporated before any of
the overlying mixture is placed on the tacked surface.
The bituminous material including vehicle or solvent shall be uniformly applied with a bituminous
distributor at the rate of 0.05 to 0.15 gallons per square yard (0.24 to 0.72 liters per square meter)
depending on the condition of the existing surface. The type of bituminous material and application rate
shall be approved by the RPR Eaginee prior to application.
Following the application, the surface shall be allowed to cure without being disturbed for such period of
time as may be necessary to permit drying out and setting of the tack coat. This period shall be
determined by the RPR Eaginee The surface shall then be maintained by the Contractor until the next
course has been placed. Suitable precautions shall be taken by the Contractor to protect the surface
against damage during this interval.
603-3.4 BITUMINOUS MATERIAL CONTRACTOR'S RESPONSIBILITY. Samples of the
bituminous material that the Contractor proposes to use, together with a statement as to its source and
character, must be submitted and approved before use of such material begins. The Contractor shall
require the manufacturer or producer of the bituminous material to furnish material subject to this and all
other pertinent requirements of the contract. Only satisfactory materials so demonstrated by service tests,
shall be acceptable.
The Contractor shall furnish the vendor's certified test reports for each carload, or equivalent, of
bituminous material shipped to the project. The tests reports shall contain all the data required by the
applicable specification. If the Contractor applies the material prior to receipt of the tests reports,payment
for the material shall be withheld until they are received. If the material does not pass the specifications it
shall be replaced at the contractor's expense. The report shall be delivered to the RPR Engineer before
permission is granted for use of the material. The furnishing of the vendor's certified test report for the
bituminous material shall not be interpreted as a basis for final acceptance. All such test reports shall be
subject to verification by testing samples of material received for use on the project.
603-3.5 FREIGHT AND WEIGH BILLS. Before the final estimate is allowed,the Contractor shall file
with the OAR Enginee receipted bills when railroad shipments are made, and certified weigh bills when
materials are received in any other manner, of the bituminous materials actually used in the construction
covered by the contract. The Contractor shall not remove bituminous material from the tank car or storage
tank until the initial outage and temperature measurements have been taken by the RPR Engineer, nor
shall the car or tank be released until the final outage has been taken by the RPR Enginee . Copies of
freight bills and weigh bills shall be furnished to the RPR Enginee during the progress of the work.
BITU MI NOUS TACK COAT P-603-2
3068
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs-Runway 9 Safety Area-Install EMAS
>\a>~TunrA OF>\a> A c 1 ro>~>\a>~N 1
0
taf, and Table W 3 of 44io Aspha#lastittAe's Manual MS 6 for-emulsified aspha#. Water-added to
emulsified aspha#will net be meastir-ed for-pa�,meiftt.-.
BASIS OF D A YMENthose mateFWs, and for-all labor-, equipmefft,tools, and iaeidef4a4s aeeessaf�,to eemplete the T
item.
Pa�,mefft will be made ttffde+-.
MATERIAL REQUIREMENTS
ASTM D 633 Volume Correction Table for Road Tar
ASTM D 977 Emulsified Asphalt
ASTM D 1250 Petroleum Measurement Tables
ASTM D 2028 Cutback Asphalt(Rapid-Curing Type)
ASTM D 2397 Cationic Emulsified Asphalt
Asphalt Institute Manual Asphalt Pocketbook of Useful Information (Temperature-Volume
MS-6 Table IV-3 Corrections for Emulsified Asphalts)
END ITEM P-603
BITUMINOUS TACK COAT P-603-3
3069
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Install EMAS
INTENTIONALLY LEFT BLANK
BITUMINOUS TACK COAT P-603-4
3070
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
ITEM P-620
RUNWAY AND TAXIWAY PAINTING
DESCRIPTION
620-1.1 This item shall consist of the painting of numbers, markings, and stripes on the surface of
runways, taxiways, and aprons, in accordance with these specifications and at the locations shown on the
plans, or as directed by the Resident Project Representative (RPR) Eaginee
MATERIALS
620-2.1 MATERIALS ACCEPTANCE. The Contractor shall furnish manufacturer's certified test
reports for materials shipped to the project. The certified test reports shall include a statement that the
materials meet the specification requirements. The reports can be used for material acceptance or the
RPR Eaginee may perform verification testing. The reports shall not be interpreted as a basis for
payment. The Contractor shall notify the RPR Eaginee upon arrival of a shipment of materials to the
site.
620-2.2 PAINT. Paint shall be waterborne,in accordance with the requirements of paragraph 620-2.2a.
Paint shall be furnished in white,yellow and black in accordance with Federal Standard No. 595.
a. Waterborne.Paint shall meet the requirements of Federal Specification TT-P-1952E, Type 1.
€ellew
(a)White.2
(2) Epoxy Content. Geffipenefft A. The weigh+pef ep&�-eqttiva4efft,when tested in aeeefdanee
(3)Amine Number-. Geffipenefft B. When tested in aeeefdanee with ASTM D -2074 sha4l be
(felftfive fe dde), when tested in Eteeefdanee with Fedefa4 Test Methed Standafd NE).
RUNWAY AND TAXIWAY PAINTING P-620-1
3071
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
per-eef4(r-01 I i aasitim wiide),when tested in aeeerdanee with Fedef-a4 Test Methed StaadaM •
below:
-462 -470 -471 .501
-439 .455 3L-429 3L-452
14 i P/GErr naethe,a 20 13 Air--dF the sample 4 4 hetir-s tinder-staa a.,,-,a , rditi r-
hetir-s , rdeas to e"esttFe at 40 2r
abeN,e. EN tefereenfefmanee with the eeler- e re €ii
n.,,+ tin Appea&E n nao+t,e 24
eeler-s sh ii ben o-
test in aeeerdanee with AST-M D 969, Methed A, &Eeept that the inside diameter-of the meta4 guide t+tbe
sha4l be from 0.74 7 to 0.75 0 in (19.97 to 19.05 mm). F-4,e liters of tiattsed sand sha4l be used for-eaeh test
panel. The test sha4l be fttn en twe test panels. P�ete� five fitefs ef sand weighs 17.5 1b. (7.94 kg).1 Be
baked and weathefed paiii filffis sha4l fequife net less than 150 litefs ef sand fef the feffieva4 ef the pai
filiiis.
(10) Mar-dness, Sher-e. Hafdness sha4l be at least 90 when tested in aeeefdanee with ASTN4 D
-2-240.
(a)White.2
•
•
•
RUNWAY AND TAXIWAY PAINTING P-620-2
3072
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs-Runway 9 Safety Area-Remove and Install EMAS
(Felatii,e to 4de), when tested in aeeerdanee with Fedef-a4 Test Methed Standafd(a)White! 44io da�,Iigk dirvaiena4 reflee4anee of the white paif4 sha4l not be less than 75 per-eefit
per-eefft(Fel I i aasitim &Eide),when tested in aeeerdanee with Fedefa4 Test Methed Standafd •
below:
-462 -470 -471 .501
-439 .455 3L-429 3L-452
(b) Testing Conditions. Test in aeeerdanee with ASTN4 G 53 154 using both Uhr-a Vielet-�
hetir-s , rdeas to e"estife at 40 2r
(e) Evaluation. RemeN,e the samples and eenditien for--24 hetir-s under-standafd eenditions,
abeN,e. EN tefereenfefmanee with the eeler- e re €ii
o. + tin Appea&E n naethe,a 24
test in aeeefdanee with ASTN4 D 969, Methed A, e�Eeept tha+the inside diaffietef ef the ffieW guide tube
sha4l be fteffi 0.747 te 0.750 in (19.97 fe 19.05 ffiffi). Five fitefs ef unused sand shall be ttsed fef efteh test,
panel. The test sha4l be fttn en twe test panels. P�ete� 5 fitefs ef sand weighs 17.5 1b. (7.94 kg).! Be
baked and weathefed pa4fl filffis sha4l fequife net less than 150 litefs ef sand fef the feffieva4 ef the pa4
filiiis.
(8) Mar-dness, Sher-e. Hafdness sha4l be at least 90 when tested in aeeefdanee with ASTN4 D
-2-240.
Type ffl.
e. Preformed Ther-meplastie Airport Pavement Mar-kings. Mafkings ffittst be eeffipesed ef estef
,ubf r+,
0
F with
•
(2) Gr-aded Glass Beads.
> ,
RUNWAY AND TAXIWAY PAINTING P-620-3
3073
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
0
Size Gr-adafian
Retined gassing%
US Mesh {M
44 4:799 9—210 99 4010�
44 4499 9— 3.510 96.5 100,0�
4-6 4499 2 2510 :75 99910
49 4999 29 6310 3:7?210�
28 859 7 63 210 29 3:
� °�
84 2-00 97 1000, tl�b
(3) Heating indiefiter-s. The top stwfaee of the mateFW (same side as the fae4efy applied stwfaee-
the mateFW has r-eaehed a meften state so satisfitaefy adhesion and proper-bead embedmef4 has beeft
aehieN,ed and a post applieatien N,istta4 ette that the insta4latien pr-eeedur-es haN,e been follow
(a)White:
zT---'i v.-, P &E .10 ASTN4 Il 476 t pe I1 sha l be 10 inircr.
•
•
(felftfive fe dde), when tested in aeeefdanee with Fedefa4 Test Methed Standafd
•
14 1 D/! E--- T A iT„+b.a 61 4 1
pefeefft(fel I i — -,sittffi &Eide),when tested in aeeefdanee with Fedefa4 Test Methed Standafd •
•
.4622 .479 .479 'fit
.439 5
(7) Skid Resistanee. The sufffiee, with pfepefly applied and effibedded sufffiee beads,ffitts
RUNWAY AND TAXIWAY PAINTING P-620-4
3074
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
stniligk, water-, salt, or-a&er-se weather-eenditions and impei:�,ietis to aN,iatiea fitels, gasoline, and oil.
from or-pfem.,t„
ir-e aging.
Lines, legends, and s�,mbels intist be eapable of being affim�Eed to b"iniffetis and/or-Peft4and eeme
desir-ed design. 44io iadiN,idtia4 pieees in eaeh lafge inaf4Eiag segment (t�,piea4l�,more than-20 ft. long)
aeeessaf�,to assemble the iadiN,idtia4 pieees within a inar4iag segment. Obtaining intihieeler-ed off-ea b�,
620 2.3 REFLECT-IVE MEDIA. Glass beads shall ffleet the Fef Federal Spee�Oea&n.
T-T B 1325D-, Type L,grada&n A . Glass beads shall be ffeated ;';k'i*h All eenipatible eettpling agents
Glass
Glass
Paint Colo Beads,Typef Type A7
�• Beads, Beads,
White Se Table 1. Se Table 1. See Table 1.
Vellow Se Table 1. Se Table 1. See Table 1.
RUNWAY AND TAXIWAY PAINTING P-620-5
3075
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
CONSTRUCTION METHODS
620-3.1 WEATHER LIMITATIONS. The painting shall be performed only when the surface is dry and
when the surface temperature is at least 45 °F (7 °C) and rising and the pavement surface temperature is at
least 5 °F (2.7 °C) above the dew point. Markings shall not be applied when the pavement temperature is
greater than 120 °F (49 °C).
620-3.2 EQUIPMENT. Equipment shall include the apparatus necessary to properly clean the existing
surface, a mechanical marking machine, a bead dispensing machine, and such auxiliary hand-painting
equipment as may be necessary to satisfactorily complete the job.
The mechanical marker shall be an atomizing spray-type or airless-type marking machine suitable for
application of traffic paint. It shall produce an even and uniform film thickness at the required coverage
and shall apply markings of uniform cross-sections and clear-cut edges without running or spattering and
without over spray.
620-3.3 PREPARATION OF SURFACE. Immediately before application of the paint,the surface shall
be dry and free from dirt, grease, oil, laitance, or other foreign material that would reduce the bond
between the paint and the pavement. The area to be painted shall be cleaned by sweeping and blowing
or by other methods as required to remove all dirt, laitance, and loose materials without damage to the
pavement surface. Use of any chemicals or impact abrasives during surface preparation shall be approved
in advance by the RPR Eaginee .
620-3.4 LAYOUT OF MARKINGS. The proposed markings shall be laid out in advance of the paint
application. The locations of markings to receive glass beads shall be shown on the plans.
620-3.5 APPLICATION.Paint shall be applied at the locations and to the dimensions and spacing
shown on the plans. Paint shall not be applied until the layout and condition of the surface has been
approved by the RPR Engineer. The edges of the markings shall not vary from a straight line more than
1/2 in(12 mm)in 50 ft(15 m) and marking dimensions and spacings shall be within the following
tolerances:
Dimension and Spacing Tolerance
36 in(910 mm)or less f 1/2 in(12 mm)
greater than 36 in to 6 ft(910 mm to 1.85 m) f 1 in(25 mm)
greater than 6 ft to 60 ft(1.85 in to 18.3 m) f 2 in(51 mm)
greater than 60 ft(18.3 m) f 3 in(76 mm)
RUNWAY AND TAXIWAY PAINTING P-620-6
3076
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
Table 1 Application Rates For Paint And Glass Beads
(See Note regarding Red and Pink Paint) Class
������
!'slam Beads,Type T, Beads, F lass Beads,
Paint �t
Sq ft per Gr-adatian
Type A
Paint Type gallon,ft2/gal. paint ,h ,�, a, paint lh ,�, a, paint lh ,�, a,
lit ms per (Km p liter- paintopaint (Km p liter-of (Km p liter-of paintliter,m�/1) ) pa )
k94
Waterborne �
11Sft'/gaLmax �lr�r 'n' lr
(2.8 m2/l) (04549110
Note: The glass bead application rate for Red and Pink paint shall be reduced by 2 lb./gal. (0.24 kg/1)for Type I
and Type IV beads. Type III beads shall not be applied to Red or Pink paint.
Glass beads sha4l be disti4bt4ed upen the maf4ied aFeas at the leeations shown en the plans to Feeeii,e glass
beads immediate!�,after-applieatien of the paif4. A dispenser-shall be ftimished that is pr-eper4�,designed
for-attaehmefft to the maf4iiag maehiae and suitable for-dispensing glass beads. Glass beads sha4l be
applied at the Fae shown in Table 1. Glass beads sha4l net be applied to blaek paif4. Glass beads sha4l
All emptied containers shall be returned to the paint storage area for checking by the RPR . The
containers shall not be removed from the airport or destroyed until authorized by the RPR Eagillee
620 3.6 APPLICATION IC A TION PREFORMED AIRPORT T PAVEMENT MARKINGS.
DTITNGS
bend in the ffiafking/sttbstfffte iffteffaee, the fflatefia4s ffittst be applied ttsing a vafiable speed self
pfepelled ffiebile heatef with an eff-eetive heating width ef ne less than 16 ft(4.9 9 ffi) and a ffee Span
between suppeffing wheels ef ne less than 19 ft(5.4 9 ffi). The heatef ffittst efflit theffiW fadiatien fe the
0 0
620-3.7 PROTECTION AND CLEANUP.After application of the markings, all markings shall be
protected from damage until dry. All surfaces shall be protected from excess moisture and/or rain and
from disfiguration by spatter, splashes, spillage, or drippings. The Contractor shall remove from the work
area all debris, waste, loose or unadhered reflective media, and by-products generated by the surface
preparation and application operations to the satisfaction of the RPR Enginee . The Contractor shall
dispose of these wastes in strict compliance with all applicable state, local, and Federal environmental
statutes and regulations.
RUNWAY AND TAXIWAY PAINTING P-620-7
3077
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs-Runway 9 Safety Area-Remove and Install EMAS
METHOD OF MEASUREMEN1
620 4.1 44io quaf4it�,of ndawa�, and twiiwa�,maf4iiags to be paid for-shall be the number- of squar-e feet
of r-efleetive and non r-efleetive pavement mar-kings and the number- of pounds (1km) of r-effleetive-
medial [the number- of squar-e feet (squar-e meter-s) of preformed mar-1kingsl [one eemplete item in
620 4.2 The quantity of r-etr-o r-efleetive mar-lker-s shall be paid for-eaeh mar-lker-installed in plaee
and aeeepted by the RPR-.
unSm OFnnY a>~N620 5.1 Pa�,mefft sha4l be made at the r-espee4iN,e eef4ffie4 priee per- squar-e feet for-r-efleetive and nefl
stim prieel [pr-iee per- sqtlar-e feet (squar-e meter-fl [Itimp stim prieel for-preformed mar-1kingsl fe
,
tools, and iaeidef4a4s aeeessafy,to eempiet€the item.
equipment,620 5.2 Payment shall be made at the r-espeetive eentr-aet priee per-eaeh r-etr-o r-efleetive mar-1ke-r-
installed. This priee shall be fidil eempensation for-fidr-nishing all materials and for- all labor-,
tools,
and ineidentals neeessar-y to eemplete the item.
Pa�,mefft will be made ttffder--.
1+e D 620 5.1 11
�-z
r+,,.., n 620 5.1 2
Sim}
TESTING REQUIREMENTS
ASTM C 136 Sieve Analysis of Fine and Coarse Aggregates
ASTM C 146 Chemical Analysis of Glass Sand
ASTM C 371 Wire-Cloth Sieve Analysis of Nonplastic Ceramic Powders
ASTM D 92 Test Method for Flash and Fire Points by Cleveland Open Cup
ASTM D 711 No-Pick-Up Time of Traffic Paint
ASTM D 968 Standard Test Methods for Abrasion Resistance of Organic Coatings
by Falling Abrasive
RUNWAY AND TAXIWAY PAINTING P-620-8
3078
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
ASTM D 1213-54 (1975) Test Method for Crushing Resistance of Glass Spheres
ASTM D 1652 Test Method for Epoxy Content of Epoxy Resins
ASTM D 2074 Test Method for Total Primary, Secondary, and Tertiary Amine Values
of Fatty Amines by Alternative Indicator Method
ASTM D 2240 Test Method for Rubber Products-Durometer Hardness
ASTM G 15453 Operating Light and Water-Exposure Apparatus (Fluorescent Light
Apparatus UV-Condensation Type) for Exposure of Nonmetallic
Materials.
Federal Test Method Paint,Varnish, Lacquer and Related Materials; Methods of Inspection,
Standard No. 141D/GEN Sampling and Testing
MATERIAL REQUIREMENTS
ASTM D 476 Specifications for Dry Pigmentary Titanium Dioxide Pigments
Products
Code of Federal Regulations 40 CFR Part 60,Appendix A—Definition of Traverse Point Number
and Location
Code of Federal Regulations 29 CFR Part 1910.1200 —Hazard Communications
FED SPEC TT-B-1325D Beads (Glass Spheres) Retroreflective
AASHTO M 247 Glass Beads Used in Traffic Paints
FED SPEC TT-P-1952E Paint, Traffic and Airfield Marking, Waterborne
Commercial Item Description Paint, Traffic, Solvent Based
(CID)A-A-288613
FED STD 595 Colors used in Government Procurement
END OF ITEM P-620
RUNWAY AND TAXIWAY PAINTING P-620-9
3079
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
INTENTIONALLY LEFT BLANK
RUNWAY AND TAXIWAY PAINTING P-620-10
3080
EYW—Key West International Airport
DRAFT ITEM P-555
KEY WEST RUNWAY 09 DEPARTURE END
EMAS BED INSTALLATION
DESCRIPTION
555-1.0 This item shall consist of the installation, of an Engineered Material Arresting System
(EMAS) at the Departure End of Runway 09 in accordance with these specifications,
manufacturer's requirements, and the contract drawings, at the locations and to the form and
dimensions shown on the plans. This item shall include all labor, transporting materials from the
designated staging area to final placement,and installation of the materials for the EMASMAX bed
as well as the necessary tools and fuel to complete the installation and maintain materials at proper
conditions on site.
MATERIALS
555-2.0 SPECIFICATIONS: The EMAS materials shall be manufactured in compliance with
FAA Advisory Circular 150/5220-22B.Asphalt Cement for Use in Pavement Construction shall be
in compliance with ASTM D 946.
555-2.1 MATERIAL ACCEPTANCE. The EMASMAX bed shall receive final product release
until the following installation tolerances are met:
Dimension Lower Tolerance Upper Tolerance
Width of Bed -0.1 % +0.1 %
Length of Bed -0.1 % +0.1 %
Height of Bed -.25 inch +0.75 inch
CONCRETE WORK(For Information Purposes Only)
555-3.0 INSTALLATION OF CONCRETE ANCHOR BEAM
555.3.1 SUBMITTALS. The CONTRACTOR shall submit the following shop drawings:
• Concrete mix design, curing compound, and reinforcing steel conforming to FAA
Specification P-610, Structural Portland Cement Concrete using 4,000 psi concrete
mix
555-3.2 Concrete.All concrete for work under this section shall conform to FAA Specification P-
610, Structural Portland Cement Concrete,using 3/4-inch maximum size coarse aggregate.
555-3.3 Layout. The CONTRACTOR shall layout the Concrete Anchor Beam in accordance with
the Contract Documents showing the location and dimensions required.
555-3.4 Installation. The CONTRACTOR is responsible for the complete installation of the
anchor beam in accordance with the Contract Documents.
555-3.5 Quality Control. The CONTRACTOR must place the Concrete Anchor Beam in
accordance with the EMASMAX manufacturer's installation specifications, FAA Specification P-
P-555-1
3081
EYW—Key West International Airport
610, Structural Portland Cement Concrete, and a Quality Control Plan approved by the Runway
Safe. The Concrete Anchor Beam shall be poured monolithically, and the edges shall not have
chamfers or radii. Placement tolerances are extremely important in installing the Concrete Anchor
Beam to allow for proper EMASMAX arrestor bed installation as shown on the drawings and
included in this specification. The back of the Concrete Anchor Beam(side facing the EMASMAX
arrestor bed, shall be perpendicular with the runway centerline as measured from centerline to each
end within+/- 1/4".The length of the anchor beam shall be 120' +3"/-0". The top of the Concrete
Anchor Beam shall match the elevation of the adjacent pavement. The EMASMAX manufacturer
shall inspect the Concrete Anchor Beam to confirm proper placement prior to installation of the
EMASMAX blocks. The CONTRACTOR shall inform the EMASMAX manufacturer two weeks
in advance of planned Concrete Anchor Beam completion so that the inspection can be scheduled.
CONSTRUCTION METHODS
555-4.0 INSTALLING THE ENGINEERED MATERIAL ARRESTING SYSTEM (EMAS)
555-4.1 WEATHER LIMITATIONS. The surface of the asphalt pavement that is to receive the
EMASMAX blocks must be dry and above 40 degrees F, and rising, before EMAS block
installation may begin.
555-4.2 REMOVAL OF EXISTING EMAS. The Contractor shall remove the existing EMAS
blocks as shown on the contract drawings. Removed material shall be disposed of off airport
property by the Contractor. Removal of the blocks adjacent to the existing anchor beam shall be
performed by hand or by methods to avoid damage or disturbance of the existing anchor beam.
Any damage or disturbance to the anchor beam by the Contractor may result in full replacement
of the anchor beam at the sole expense of the Contractor.No additional time will be added to the
contract as a result of the Contractor replacing the existing anchor beam due to damage caused by
Contractor.
555-4.3 REMOVAL OF EXISTING DEBRIS DEFLECTOR. The Contractor shall remove the
existing debris deflector as shown on the contract drawings. Removed material shall be disposed
of off airport property by the Contractor. The Contractor shall carefully remove the existing
threaded bolts that secure the existing debris deflector and protect the existing threaded inserts
embedded in the anchor beam. Threaded inserts are to be reused for installation of the new debris
deflector.
555-4.4 WORK SUMMARY FOR EYW RUNWAY 09 DEPARTURE END
The EMAS bed installation for the Key West International Airport Runway 09 Departure End
involves the unloading and placing of 2,520 pre-cast cellular concrete blocks into a prepared bed
as shown on the plans with dimensions of approximately 121 feet wide by 340 feet long(30 blocks
wide x 84 blocks long). The blocks are manufactured by Runway Safe Group. The blocks are
nominally 4-ft. wide x 4-ft. long x 3 7/8-inches up to 20 7/8 inches in height. Contingency blocks
will be available to adjust for blocks damaged during shipping and installation. Pallets, extra
material, and extra blocks shall be repackaged for transport back to Runway Safe Group by the
CONTRACTOR. EMAS blocks are shipped to the site stacked on pallets. The largest pallet of
stacked blocks is nominally 4-ft. x 4-ft.x 77-in. and weighs approximately 2,000 lbs. The logistics
for receiving and staging of the 53' enclosed trailers containing the pallets of blocks will need to
be determined by the CONTRACTOR with concurrence by Runway Safe Group and the Resident
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EYW—Key West International Airport
Project Representative (RPR). It is desirable to commence installation of the blocks when
approximately 30% of the EMAS blocks have been delivered to the staging area. It is estimated
that delivery of the blocks and other related installation material requires about 54 trailers. One
trailer will be refrigerated to maintain the environmental conditions necessary for the joint sealant.
This trailer's refrigeration unit will be fueled by the CONTRACTOR.
Runway Safe Group will have a field representative on-site during the installation of the EMAS
system to train the CONTRACTOR's personnel on the proper handling of the EMAS blocks and
installation technique. In addition, Runway Safe Group field representative will inspect the
installation progress and quality of the work throughout the EMASMAX installation. Training by
the Runway Safe Group field representative and familiarization with the EMAS product by the
CONTRACTOR on the proper handling and installation procedures is crucial to having a proper
quality installation. The training will occur in the initial phases of the EMAS block placement
process. It is required that the CONTRACTOR's personnel perform the installation in strict
conformance with Runway Safe Group's installation specifications and the project submittals
approved by Runway Safe Group. There will be no deviations from these specifications without
prior written approval from Runway Safe Group and the RPR. In the event there is a material loss
during the installation work due to non-conformance with the handling or installation specifications
of the EMAS product, the CONTRACTOR shall remove and replace all material losses at no
additional cost to the Airport.
Dates for access to the work site and EMAS block installation are provided in the airport's contract
bidding documents. It is anticipated that fourteen to seventeen, nighttime, 8-hour shifts will be
required daily, excluding Saturdays and Sundays, until the job is completed (this estimate is
subject to change based on further work conditions and consideration provided by the
Airport and CONTRACTOR). It is expected the CONTRACTOR will make appropriate
adjustments to the labor and material requirement to meet the installation schedule.In the following
labor breakdown estimate, seventeen (17), eight-hour night-time shifts are assumed, with some
arrangements for an early start for the asphalt cement melting kettle warm-up operation. Utilizing
one block installation crew (16 laborers), normally 320 EMAS blocks can be installed per shift
except for a planned first day quota of 42 blocks,second day quota of 126 blocks,and all subsequent
days having a daily expected installation of 320 blocks.
Because training and familiarization with the EMAS block placement is crucial to correct
installation, CONTRACTOR will be required to revert to 42 blocks per shift quotas without
additional compensation after any significant crew changes. Specifically, if a new crew, in whole
or in part, is put in place after initial start-up,the Runway Safe Group field representative has the
unilateral authority to reduce the daily installation quota to ensure proper training is accomplished.
That decision will be based upon the magnitude of the crew change and the contractor's
demonstrated performance. Additionally, the Runway Safe Group field representative shall have
the authority to identify and retrain any CONTRACTOR representative who is unable to provide
and maintain quality workmanship in the assigned tasks.
All EMAS joint sealing must be installed to a high-quality standard. All the top joints of all the
blocks will be sealed with backer rod and self-leveling caulk("In-Gap").The side and rear(vertical)
joints will be sealed with self-adhering tape (side coating). The sealing jointtape must be installed
with minimum overlapping of joints. The specialty self-adhesive joint sealing tape is adhered to
the adjoining blocks.This seam sealing material cannot be stretched and requires a careful installer.
Prior to any blocks being readied for placement, the CONTRACTOR shall be required to
demonstrate their ability to apply and finish the backer rod,self—leveling caulk and tape in a manner
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EYW—Key West International Airport
acceptable to Runway Safe Group field representative. In addition to sealing the joints to prevent
moisture intrusion, the finished installed self-leveling caulk ("In-Gap") taped joint must be
aesthetically pleasing, i.e., look good. In order to help achieve the desired result, Runway Safe
Group will provide 2 hours of training to the CONTRACTOR in EMAS block joint sealing. This
project includes approximately 300 gallons of self-leveling caulk. Full and careful consideration of
which Contractor personnel to assign to this sealing work is encouraged, as experience has shown
workmen not fully experienced in sealing usually do not meet Runway Safe Group's quality or
workmanship standards thus leading to job delays and rework at the CONTRACTOR's expense.
Runway Safe Group's experience has shown that this sealing effort will be the task which paces
the job, since it is recommended that all blocks installed during a work shift have the top joints
sealed by the end of the install shift.The entire thrust of these requirements is to attain and maintain
a very high level of placement competence and quality of installation.
If night work is required, the CONTRACTOR shall provide adequate portable lighting for use at
the work site before dawn and after dusk. For EMAS installation and finishing work, six large self-
contained mobile four-bulb light plants,such as the Allmand MLT 3060 or similar,is the minimum.
In addition,if night work is required, Runway Safe Group's experience has shown that installation
pace will typically slow down, and workmanship is more likely to deteriorate by the
CONTRACTOR. Therefore, Runway Safe Group highly encourages day work when possible.
Before any shut-down of contract operations, all equipment and materials used at the work site
shall be moved by the CONTRACTOR to the designated airport mobilization site, to assure safe
aircraft operations between the contractor's work shifts.
Initial receiving operations at the staging area can be at any time allowed by the airport until
installation commences. Upon commencement of block installation receiving operations would be
expanded to include access control, which must be coordinated with the work periods at the work
site.
The CONTRACTOR is responsible for setting up the staging area and providing access control, a
dumpster,all trash collection and rubbish removal,portable lavatory,and all other requirements for
the duration of this project.Control of Foreign Object Damage(FOD)construction materials(block
packaging materials, paper wrappers, hand tools, small parts, etc.) that are used during the
installation of the EMAS is always of concern to an airport and must be controlled. It will be
necessary for the CONTRACTOR to provide covered containers to hold all construction debris and
refuse in at the worksite and/or airport property.
The sequence for installation of the EMAS will be as follows:
• Validate perpendicularity and condition of anchor beam
• Validate smoothness of EMAS support pavement Installation of jet blast debris
deflector and mark-out of installation grid (centerline, sidelines, rear edge line, and
every block corner with a grid system of 4.05'x 4.05')
• Installation of the EMAS blocks including
Placement of backer rod material into block joints as needed
Installation of PVC angle material along perimeter
Installation of backer rod and self-leveling caulk into block j oints
Installation of side coating
Installation of high and low perimeter block vents (sides and back of bed)
• Complete any"punch-list"work
• Painting of safety area markings (under a separate specification)
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EYW—Key West International Airport
• Site clean-up and demobilization
Specific works are as detailed on the following pages.Note:where this Statement of Work conflicts
with the contract drawings,the contract drawings shall govern.
555-4.5 RECEIVING AND LAYOUT FOR RUNWAY 09 DEPARTURE END
a. RECEIVING The RPR,at a staging area designated by the Airport,will receive the trailers
containing pre-cast EMAS blocks and installation materials. "Receiving duties" are
generally limited to acknowledging the trailer delivery by signing the trucker's delivery
ticket. To avoid incurring any additional costs to the Airport, it is strongly recommended
that any present damage to delivered trailers be specifically noted on the delivery tickets.
After receiving the EMAS blocks and installation materials, the CONTRACTOR will
assume immediate responsibility and control for the EMAS blocks and installation
materials,including the protection of the EMAS materials by securing the staging location
during the storage time and prior to installation. Prior to the start of block installation,
approximately 30% of the EMAS blocks will arrive at the airport. Once installation is
underway, the delivery of blocks will continue until all blocks have been delivered.
Runway Safe Group shall determine and control the rate of delivery of truckloads of blocks
in accordance with the installation rates outlined in this specification and keep the
CONTRACTOR and RPR informed of the delivery schedule. Any requests by the
CONTRACTOR to accelerate the truckload delivery schedule shall be submitted in writing
to Runway Safe Group a minimum of 72 hours prior to the desired adjustment. Runway
Safe Group does not guarantee that requests to accelerate block delivery schedules will be
able to be accommodated.
Blocks will be shipped in 53-foot air-ride suspension trailers. Blocks shipped in advance
of installation will be stored at the staging area and will be left secured in the trailers.
Blocks will continue to be shipped and received at the staging area during the installation
program. The EMAS blocks are shipped stretch-wrapped on 4-ft. x 4-ft. pallets.
b. LAYOUT NOTE: The paved surface upon which the EMAS blocks are to be placed must
comply to the runway smoothness requirements of the surface paving specification of the
EMAS support pavement and to the slope requirements set forth in the project drawings
prior to the block grid layout and placement of any EMAS blocks. Runway Safe Group
personnel will check the surface using a straightedge as outlined in the surface paving
specification of the EMAS support pavement.
Careful layout of extended runway centerline, sides and back edges of the bed rows and
steps shall be augmented by field marking the perimeter of each block location for all the
blocks. Because the sides of the blocks are not designed to be altered in the field,the field
marking for block corners will be crucial for correct block placement, while edge layout
lines will provide side and back block placement guidance.A surveyor,licensed in the state
in which the EMAS is being installed, shall establish the control points for field layout
marking lines. These control points shall establish the extended runway centerline through
the EMAS, EMAS bed perimeter, and interim points both perpendicular and parallel to
runway centerline within the confines of the EMAS bed on a 20.25 ft. x 20.25 ft. grid
pattern within a tolerance of+/- 1/8 inch.PK nails shall be used to mark these points. The
entire.grid layout must be completely installed and accepted by Runway Safe Group before
any blocks are installed.
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EYW—Key West International Airport
NOTE: Prior to establishing the points perpendicular to runway centerline, check with
Runway Safe Group to ensure the debris deflector has been satisfactorily installed and
accepted. The grid points will use the back of the deflector channel as the reference base.
For marking the grid lines, the CONTRACTOR should use a durable marking system.
Chalk lines and other such marking systems will not remain visible after the large amount
foot and vehicular traffic associated with this installation. Experience has shown that a
white,painted 1/8"string line grid on the pavement with block heights painted in each box
appears to be the simplest and most effective method. A walk behind spray paint unit is
recommended and works best in windy conditions.
SUGGESTED LAYOUT LABOR FOR RUNWAY 09 DEPARTURE END
#Of Personnel Task Days Area
6 Survey&Grid 3 EMAS Site
Laying
LAYOUT EQUIPMENT FOR RUNWAY 09 DEPARTURE END
• Horizontal Survey Equipment with 1/8-inch (plus or minus) accuracy over the area
occupied by the EMAS Bed.
• Surveyor's choice of waterproof and durable grid marking devices (see
recommendation above),however, all major points (20.25' grid intersections, rear
corner, and centerline point) shall be marked with PK nails.
555-4.6 INSTALLATION PHASE FOR EYW RUNWAY 09 DEPARTURE END The air-
ride trailers containing EMAS blocks will be received in the staging area designated by the airport.
The CONTRACTOR will be responsible for moving trailers to the EMAS installation site as they
are needed. The CONTRACTOR will unload the EMAS blocks and installation materials using a
pallet jack and forklift. Great care must be taken when off-loading the EMAS blocks to prevent
damage. It is strongly encouraged that the trailers be located on a solid surface as to allow for ease
of forklift movements. The sides of the EMAS block are particularly vulnerable. Forklift load
guards shall be covered with a cushioning material (foam or carpet) to help protect the EMAS
blocks. Any foot traffic atop the blocks must be minimized.Anyone walking on the bed must have
soft-soled shoes with no sharp heels (Sneakers or flat soled boots preferred). At no time shall any
vehicle be allowed to drive on the EMAS.
The jet blast debris deflector channels supplied by Runway Safe Group must be installed before
the block layout grid is started and before any blocks are installed.This will provide a starting point
for the grid layout. The debris deflector panels will be secured after a select number of blocks have
been installed at the discretion of the Runway Safe Group field representative. The primary task
involved in the installation of the two-piece Debris Deflector sections will be confirming that the
150 holes,sized 11/16"diameter x 5"deep,in the existing Concrete Anchor Beam and the grouted-
in-place threaded anchors in those holes are fully functional. The CONTRACTOR must replace all
defective anchors by replacing with Runway Safe Group-provided new anchors. The holes must be
clear of dust, debris, and water prior to insertion of replacement anchors. It is highly encouraged to
use a pneumatic air compressor with a long nozzle to clean out each hole prior to securing the
anchors. After the anchors are prepared, the aluminum Debris Deflector sections are set into
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EYW—Key West International Airport
position by hand and secured with 3/8"size hex head bolts threaded into the concrete anchors. Due
to its frangible nature, people must avoid stepping on the Debris Deflector. The Debris Deflector
comes pre-marked with"NO STEP." Prior to placement of the debris deflector sections, a bead of
100% silicone caulk shall be applied to the surface of the grade beam such that the channel and
panel sections of the deflector receive a continuous seal from one edge to the other. Following
placement of the debris deflector sections, a bead of 100% silicone caulk shall be applied to the
joints between the panel sections.
a. BLOCK PLACEMENT- Blocks less than 6 inches in height may be placed into position
by hand. These lower height blocks have a maximum weight of 200 pounds but because of
their size require four people to lift (one person per block corner). Blocks greater than 6
inches in height will then be placed into position using one of the four(4)CONTRACTOR
Supplied forklifts. Each block will be pushed into its final position as marked on the
pavement grid either by hand or using a forklift equipped with a means to protect the block
from being punctured by the forklift tynes such as a push plate provided by the contractor.
NOTE: The push plate should rarely be used. The blocks will slide easily into place
within the first 20 seconds after coming into contact with hot EMASMAX standard
adhesive. Improper usage of the Push Plate may damage otherwise good blocks.
Prior to the placement of any blocks,the tar kettle should be purged to remove any excess
or foreign material. The kettle should then be filled with 100 gallons of EMASMAX
standard adhesive material,mixed and purged again.
Immediately prior to placing blocks, EMASMAX standard adhesive, a hot asphalt cement
augmented with a crack sealing additive,shall be applied to cover(minimum 90%)the area
where the block will be placed at a rate of approximately 1.0 to 1.50 gallons per block and
a temperature ranging from 360OF to 3800F. The hot asphalt cement/crack sealer coating is
the bond or anchor device between the overrun surface and the EMAS blocks. The asphalt
cement,while still hot, acts as a lubricant between the block and the existing pavement so
that blocks will slide into their final position when pushed. Runway Safe Group's
experience has shown that the total elapsed time from when the hot asphalt cement is placed
to when the block must be in its final position is approximately 20 to 25 seconds,depending
upon ambient temperatures. After that time, the asphalt cement will have cooled
sufficiently to bond the block to the pavement, and it will not slide easily. If this occurs
before the block is in the correct position,the block will have to be removed and replaced
with a new block.
NOTE: An adhered block cannot be removed without being destroyed.
NOTE: All blocks have a particular orientation when installed. The backside of the
block (the side away from the debris deflector) has the nominal height of the block,
in inches,marked on that side. The forklift operator should always be facing the side
of the block when picking up the block for placement. The block side with the serial
(or batch) number faces the runway. The forklift slot in the tray shall be oriented
when the block is placed so that it is perpendicular to the runway centerline.
Block spacers, loaned by Runway Safe Group, are inserted between the blocks during the
block placement process to provide a positive control on the gaps between the blocks while
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EYW—Key West International Airport
the hot asphalt cement is cooling and to simplify the process of block alignment. Once the
hot asphalt cement is set, individual spacers are removed and reused.
As the first row of blocks next to the anchor beam is completed,the appropriate size backer
rod is inserted into the joint between the blocks at a depth of approximately 5/8-inch from
the top of the block, and then caulked. It is a requirement that all installed blocks have
backer rod installed and be caulked by the end of the work shift unless otherwise stated by
the Runway Safe Group field representative.
Next, a specialty coating will be adhered to all vertical sides of the completed bed along
with 2 inches of overlap onto adjoining horizontal block surfaces. For every vertical side
and back row joint between blocks,high and low vents will be installed in the step riser.
Finally,the appropriate pavement marking paint will be applied. This last painting phase
consists of applying marking paint to indicate the EMAS arrestor bed as unusable
pavement. The CONTRACTOR will supply the marking paint, any reflectorized beads to
be used with it, and all labor under a separate pay item.
Lastly, return of materials. The empty pallets are neatly stacked eleven (11) high, banded
and loaded back onto trailers as well as any Runway Safe Group tools and remaining
installation materials by the CONTRACTOR for shipment back to the EMAS production
facility. The cardboard spacers shipped between the blocks need to be collected, stacked,
and banded for return shipment to Runway Safe Group.
NOTE: Some blocks may be damaged during transport, off-loading and installation. The
CONTRACTOR must exercise care to minimize these losses for blocks under their care.
The CONTRACTOR is responsible for removal of and disposal of any damaged block
material.Extra pallets of good blocks left over at completion of installation will be stacked,
corner-protected, plastic-wrapped, and re-loaded onto trucks by the CONTRACTOR and
transported back to Runway Safe Group.
b. DEBRIS DISPOSAL It is the CONTRACTOR'S responsibility to ensure all stretch wrap,
plastic padding, and cardboard corner protectors (packing material) used to protect the
blocks during transit,and all other debris generated by this project be collected at the work
site, including the staging area, and properly disposed of off-site. All debris transport and
disposal shall be in accordance with all applicable federal, state, and local regulations.
Recycling of materials, especially cardboard products,is strongly encouraged.
While within the aircraft operations area, care must be taken to ensure that all debris is
collected and stored in covered containers to mitigate Foreign Object Damage (FOD) to
aircraft.
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EYW—Key West International Airport
555-4.7 SUGGESTED CONTRACTOR-PROVIDED INSTALLATION LABOR FOR
RUNWAY 09 DEPARTURE END
# Of Task Installation Area Responsibility
Personnel Days
1 Foreman 17 Work Site Coordination and Supervision
1 Truck Driver 17 Work Site Transport Blocks and Materials
& Staging to/from Staging Area and
Area Installation Site
2 Forklift 17 Work Site Team of two: Unload truck,
Operators place pallets, and push blocks;
team of two: place blocks
4 Laborers 17 Work Site Operate pallet jack during
truck loading and unloading,
remove and dispose of shrink
wrap, collect, and dispose of
padding between blocks, install
debris deflector,apply hot
asphalt cement, Install block,
vents,plastic edge piece, and
cleanup
4 Caulkers/Tapers 17 Work Site Install back rod, silicone caulk,
self-leveling caulk, seam seal,
and side coating
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EYW—Key West International Airport
555-4.8 CONTRACTOR-PROVIDED INSTALLATION EQUIPMENT FOR RUNWAY 09
DEPARTURE END
QUANTITY
Recommended
For Installation
EQUIRMENT & ASSOCIATED ITEMS
Skid Steer; Forklift, 5000 llb. fork tynes convertible 4
Fuel for all forklifts (propane, gas, or diesel as required) As-required
Carry-on-Trailer for Ibloclk movement off of trailer 1
Portable Electric Generator, 5000 watts 1
�Hlot Mix Asphalt Truck/trailer with dispensing wand 1
Fuel for IHot Mix Truck & Refrigerated Materials Trailers As-required
Dumpster, 40 cubic yard volume As-required
Portable Air Compressor, 100 Ipsi minimum 1
Air Moser 50 ft minimum 2
Air (Nozzle 1
Pressurized water truck, 500 gallon, 50 psi at 25 gpm As-required
Transit, Tool Station with Digital Read-,out (e.g. Trimble TS305/1Nikon
532/ INlilkon 322; Tripod; LM80 Layout/Data Collector; Marking
chalk1pen) 1
200 foot long steel measuring tape 2
200 foot long string line 4
Aluminum Straight Edge 16 feet 1
Light IPllants with fuel (if needed) 6
Tractor for moving 48/53-ft trailers 1
P-555-10
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EYW—Key West International Airport
QUANTITY
�Recommeinded
�Foir linstallatioin
HAND TOOLS
Push plate to attached to forklift 1
40-48" Long IHlandle, (Heavy Duty Tin wide forged) (blacle scraper 2
Safety IHloolk Knives 4
Wire Saw 2
Torch, Propane (Rosebud style wand) 2
Push Broom, heavy duty 24" 2
Shovel, long handled, square nose 2
Trowel 2
Window Scraper, solid shank, extra heavy duty, 4" blacle; spare blacles 4
Hammer Drill,1/2" chuck, electric, variable speed, IHD 2
Masonry Drill Bit, 3/8" diameter x 8" long 2
Masonry Drill Bit, 11116" diameter x 12" long minimum 3
Extension Cord, (Heavy Duty, 100 feet minimum 3
9116" size (Hex Socket for Impact Gun, 1/2"' drive 2
3/8"' drive extension, 4" long 2
9116" size (Hex Socket for 3/8" drive 2
3/8"' drive iratchet,wrench 2
5132" size hex Allen wrench, 3/8" drive 2
Gas Leaf Blower 2
1/2"' drive air or electric powered impact,wrench 1
Die Grinder, air powered 1
Bur, 3/8"' dia. cylindrical (ball nose 1
Cutting Bit, Solid Carbide, 1/,4" 1
�Hole Saw, IHleavy Duty, 6" diameter 1
�Hole Saw Arbor, 3/8" hex shank, 1/4" dia. pilot 1
Pilot Drill, 1/8" dia. replacement part 2
Power Bit (Nut Driver, 5/16 hex, 1/4" shank 2
Cordless Drill/(Driver and (batteries 2
Scissors, Pair 2
Putty Knife 4
Reciprocating saw 1
Solid carbide cutting blacles 2
Circular Saw & Ibllades for cutting plastic 1
Shop Vacuum 2
Standard (Hand Tool set,(sockets, utility (knives, combination wrenches,
open end wrenches, screwdrivers, L-keys, pliers, etc.) 2
P-555-11
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EYW—Key West International Airport
QUANTITY
Recommended
For Installation
CAULKINGMEAUNGTOOLS
Backer Road Insertion Tool & Wheel (Recommend Albion#640-4) 5
Foam Sealant, Spray(Can qty.) (Recommended: Great Stuff Spray
Insulating Foam) 12
Caulk Gun, Battery Powered,10.3 oz. w/Battery Chargers 3
Bulk-type caulk gun (Albion Part#: DL-59-:T27E) & (batteries 4
29 oz. (Heavy Duty Caulk Gun 2
Follow plate for 5-gallon pail caulk dispensing (Albion 504-G07) 4
Caulk gun nozzles (Albion Part#235-3: Orange Cone (Nozzle) 10
2 In. Round Seam Rollers, (broom handle attachable 4
Extra Batteries for Caulk Guns 5
QUANTITY
Recommended
For Installation
CONSUMABLES
1/2" x 3 ft. x 5ft Durock Cement Board (for cutting into shims) 2
Simple Green Concentrate & Buckets for Dilution As-required
Rags, solvent, and pails for clean-up of caulk As-required
Trash Bags, construction grade 200
Sharpie Markers, Black 2
Spray Bottle of water 2
QUANTITY
Recommended
For Installation
PERSONAL PROTECTION EQUIPMEN'T
Safety Glasses As-required
�Nitrile Gloves As-required
Cut-safe gloves As-required
Knee Pads As-required
Respirator masks As-required
Tyvek suits (easier clean up from caulk) As-required
NOTE:
• All forklifts must have lateral load shift capability.
• One pallet jack supplied by Runway Safe Group.2nd pallet jack is optional—will expedite
handling.
• To the maximum extent practical, all equipment should be on site at the start of the
installation phase to ensure that it will be available when needed.
• CONTRACTOR shall provide fuel for refrigeration unit of refrigerated trailer.
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EYW—Key West International Airport
555-4.9 RUNWAY SAFE SUPPLIED INSTALLATION MATERIALS TO THE OWNER
FOR RUNWAY 09 DEPARTURE END
Material Quantity(subject to change w/design
changes)
EMASMAX Asphalt Adhesive 3,770 gallons (Approx. 1.5 galiblock for
minimum 90%coverage of each 16 sq.ft. grid
block)
Pallet jack for interior trailer unloading and One (1)
reloading
Side Vents Approx. 600
Jet Blast Debris Deflectors; 2 pieces 15 plus 2 end caps and required hardware
Jet Blast Debris Deflector Anchors A rox. 150 anchors
Self-LevelingCaulk A rox. 300gallons
Backer Rod, closed cell Approx. 21,500 linear ft. (various sizes)
Side Coating Approx. 2,600 linear ft.; 10 wide tapes
Four 4 ft. bottom angle pieces Approx. 200 pieces
Sealant, 100%silicone Approx. 105 tubes
IMPORTANT NOTE:
This list includes most of the supplies required of the contractor as well as the material and
equipment to be provided by Runway Safe Group. If there are any questions regarding this
information,please contact Runway Safe Group.
555-4.10 SUGGESTED EMAS BED CONSTRUCTION SCHEDULE FOR RUNWAY 09
DEPARTURE END
DAY ACTIVITIES
Existing EMAS removal and surface preparation
1 Surveyors check grade beam. Laborers install debris deflector.
2 Surveyors establish grid layout points. Laborers start marking grid.
2 Train Tapers &Forklift Operators.
3-16 Install blocks,backer rod, caulk, side seal, and side vents.
17 Inspection/Punch list.
P-555-13
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EYW—Key West International Airport
QUALTTY CONTROL
555-5.0 QUALITY CONTROL. CONTRACTOR must place and finish the EMAS bed under the
guidance of the EMAS manufacturer's technical support, following the EMAS installation
specification and Quality Control Plan.
METHOD OF MEASUREMENT
555-6.0 INSTALL EMAS BED.Measurement shall be lump sum for the EMAS bed installation,
completed and approved in place.
555-6.1 REMOVAL OF EXISTING EMAS BED. Measurement shall be lump sum for the
EMAS bed removal, completed and approved.
BASIS OF PAYMENT (subject to change)
555-7.0 INSTALL EMAS BED. Payment shall be made at the contract unit price per lump sum
for the installation of the EMAS bed. Materials shall be provided by the Owner. This price shall be
full compensation for all preparation,transporting from staging area, and placing of materials, and
for all labor, equipment, tools, shipment of pallets, extra material, and extra block materials back
to Runway Safe, Contractor personnel training time and incidentals necessary to complete the item.
555-7.1 REMOVAL OF EXISTING EMAS BED. Payment shall be made at the contract unit
price per lump sum for the removal of the existing EMAS bed.This price shall be full compensation
for furnishing all materials and for all preparation, hauling, disposal of existing EMAS blocks,
protection of the existing anchor beam and accessories and for all labor, equipment, tools, and
incidentals necessary to complete the item.
END OF ITEM P-555
P-555-14
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ADDITIONAL FEDERAL/FEMA/FDEM CONTRACT REQUIREMENTS - As applicable,
the following terms modify and/or are hereby added to the contract as follows:
A) Davis-Bacon Act, as amended (40 U.S.C. §§3141-3148). When required by Federal
program legislation, which includes emergency Management Preparedness Grant Program,
Homeland Security Grant Program, Nonprofit Security Grant Program, Tribal Homeland Security
Grant Program, Port Security Grant Program and Transit Security Grant Program, all prime
construction contracts in excess of$2,000 awarded by non-Federal entities must comply with the
Davis-Bacon Act(40 U.S.C. §§3141-3144, and §§3146-3148) as supplemented by Department of
Labor regulations (29 CFR Part 5, "Labor Standards Provisions Applicable to Contracts Covering
Federally Financed and Assisted Construction"). In accordance with the statute, contractors must
be required to pay wages to laborers and mechanics at a rate not less than the prevailing wages
specified in a wage determination made by the Secretary of Labor. In addition, contractors must
be required to pay wages not less than once a week. If applicable, the COUNTY must place a
current prevailing wage determination issued by the Department of Labor in each solicitation. The
decision to award a contract or subcontract must be conditioned upon the acceptance of the wage
determination. The COUNTY must report all suspected or reported violations to the Federal
awarding agency. When required by Federal program legislation, which includes emergency
Management Preparedness Grant Program,Homeland Security Grant Program,Nonprofit Security
Grant Program, Tribal Homeland Security Grant Program, Port Security Grant Program and
Transit Security Grant Program(it does not apply to other FEMA grant and cooperative agreement
programs, including the Public Assistance Program), the contractors must also comply with the
Copeland "Anti-Kickback" Act (40 U.S.C. § 3145), as supplemented by Department of Labor
regulations (29 CFR Part 3, "Contractors and Subcontractors on Public Building or Public Work
Financed in Whole or in Part by Loans or Grants from the United States"). As required by the Act,
each contractor or subrecipient is prohibited from inducing, by any means, any person employed
in the construction, completion, or repair of public work, to give up any part of the compensation
to which he or she is otherwise entitled. The COUNTY must report all suspected or reported
violations to the Federal awarding agency.
(1) Contractor. The contractor shall comply with 18 U.S.C. § 874, 40 U.S.C. § 3145, and
the requirements of 29 C.F.R. pt. 3 as may be applicable, which are incorporated by
reference into this contract.
(2) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the
clause above and such other clauses as the FEMA may by appropriate instructions
require, and also a clause requiring the subcontractors to include these clauses in any
lower tier subcontracts. The prime contractor shall be responsible for the compliance
by any subcontractor or lower tier subcontractor with all of these contract clauses.
(3) Breach. A breach of the contract clauses above may be grounds for termination of
the contract, and for debarment as a contractor and subcontractor as provided in 29
C.F.R. § 5.12.
B) Contract Work Hours and Safety Standards Act (40 U.S.C. 3701-3708). Where
applicable, which includes all FEMA grant and cooperative agreement programs, all contracts
3095
awarded by the COUNTY in excess of$100,000 that involve the employment of mechanics or
laborers must comply with 40 U.S.C.§§ 3702 and 3704, as supplemented by Department of
Labor regulations (29 CFR Part 5). Under 40 U.S.C. §3702 of the Act, each contractor must
compute the wages of every mechanic and laborer on the basis of a standard work week of 40
hours. Work in excess of the standard work week is permissible provided that the worker is
compensated at a rate of not less than one and a half times the basic rate of pay for all hours
worked in excess of 40 hours in the work week. The requirements of 40 U.S.C. 3704 are
applicable to construction work and provide that no laborer or mechanic must be required to
work in surroundings or under working conditions which are unsanitary, hazardous or
dangerous. These requirements do not apply to the purchases of supplies or materials or articles
ordinarily available on the open market, or contracts for transportation or transmission of
intelligence.
C) Clean Air Act(42 U.S.C. 7401-7671q.) and the Federal Water Pollution Control Act
(33 U.S.C. 1251-1387). Contractor agrees to comply with all applicable standards, orders or
regulations issued pursuant to the Clean Air Act (42 U.S.C. §§7401-7671q) and the Federal
Water Pollution Control Act as amended (33 U.S.C. §§1251-1387) and will report violations
to FEMA and the Regional Office of the Environmental Protection Agency (EPA). The Clean
Air Act(42 U.S.C. 7401-7671q.)and the Federal Water Pollution Control Act(33 U.S.C. 1251-
1387), as amended—applies to Contracts and subgrants of amounts in excess of$150,000.
D)Americans with Disabilities Act of 1990, as amended(ADA)—The CONTRACTOR
will comply with all the requirements as imposed by the ADA, the regulations of the Federal
government issued thereunder, and the assurance by the CONTRACTOR pursuant thereto.
E) Compliance With Procurement Of Recovered Materials As Set Forth In 2 CFR §
200.323. - Contractor must comply with section 6002 of the Solid Waste Disposal Act, as
amended, by the Resource Conservation and Recovery Act. The requirements of Section 6002
include procuring only items designated in guidelines of the Environmental Protection Agency
(EPA) at 40 C.F.R part 247 that contain the highest percentage of recovered materials practicable,
consistent with maintaining a satisfactory level of competition, where the purchase price of the
item exceeds $10,000 or the value of the quantity acquired during the preceding fiscal year
exceeded $10,000; procuring solid waste management services in a manner that maximizes energy
and resource recovery; and establishing an affirmative procurement program for procurement of
recovered materials identified in the EPA guidelines. In the performance of this contract, the
Contractor shall make maximum use of products containing recovered materials that are EPA-
designated items unless the product cannot be acquired
1. Competitively within a timeframe providing for compliance with the contract
performance schedule;
2. Meeting contract performance requirements; or
3. At a reasonable price.
3096
Information about this requirement, along with the list of EPA-designated items, is available at
EPA's Comprehensive Procurement Guidelines web site,
https://www.epa.gov/smm/comprehensiveprocurement-guideline-cpg-program.
The Contractor also agrees to comply with all other applicable requirements of Section 6002 of
the Solid Waste Disposal Act.
F) Prohibition On Certain Telecommunications And Video Surveillance Services Or
Equipment As Set Forth In 2 CFR § 200.216. Recipients and subrecipients and their contractors
and subcontractors may not obligate or expend any federal funds to (1)Procure or obtain;
(2) Extend or renew a contract to procure or obtain; or(3)Enter into a contract(or extend or renew
a contract) to procure or obtain equipment, services, or systems that uses covered
telecommunications equipment or services as a substantial or essential component of any system,
or as critical technology as part of any system. As described in Public Law 115-232, section 889,
covered telecommunications equipment is telecommunications equipment produced by Huawei
Technologies Company or ZTE Corporation (or any subsidiary or affiliate of such entities).
(i) For the purpose of public safety, security of government facilities, physical security
surveillance of critical infrastructure, and other national security purposes, video surveillance and
telecommunications equipment produced by Hytera Communications Corporation, Hangzhou
Hikvision Digital Technology Company, or Dahua Technology Company (or any subsidiary or
affiliate of such entities).
(ii) Telecommunications or video surveillance services provided by such entities or using
such equipment.
(iii) Telecommunications or video surveillance equipment or services produced or
provided by an entity that the Secretary of Defense, in consultation with the Director of the
National Intelligence or the Director of the Federal Bureau of Investigation, reasonably believes
to be an entity owned or controlled by, or otherwise connected to, the government of a covered
foreign country.
G) Domestic Preference For Procurements As Set Forth In 2 CFR §200.322 - The County
and Contractor should, to the great extent practicable, provide a preference for the purchase,
acquisition, or use of goods, products, or materials produced in the United States (including but
not limited to iron, aluminum, steel, cement, and other manufactured products). These
requirements of this section must be included in all subawards including contracts and purchase
orders for work or products under federal award. For purposes of this section:
(1) "Produced in the United States" means, for iron and steel products, that all
manufacturing processes, from the initial melting stage through the application of coatings,
occurred in the United States.
(2) "Manufactured products" means items and construction materials composed in whole
or in part of non-ferrous metals such as aluminum; plastics and polymer-based products such as
polyvinyl chloride pipe; aggregates such as concrete; glass, including optical fiber; and lumber.
3097
H) Disadvantaged Business Enterprises (DBE) Policy And Obligation - It is the policy of
the County that DBE's, as defined in 49 C.F.R. Part 26, as amended, shall have the opportunity to
participate in the performance of contracts financed in whole or in part with County funds under
this Agreement. The DBE requirements of applicable federal and state laws and regulations apply
to this Agreement. The County and its Contractor agree to ensure that DBE's have the opportunity
to participate in the performance of this Agreement. In this regard, all recipients and contractors
shall take all necessary and reasonable steps in accordance with 2 C.F.R. § 200.321(as set forth in
detail below), applicable federal and state laws and regulations to ensure that the DBE's have the
opportunity to compete for and perform contracts. The County and the Contractor and
subcontractors shall not discriminate on the basis of race, color, national origin or sex in the award
and performance of contracts, entered pursuant to this Agreement.
2 C.F.R. § 200.321 CONTRACTING WITH SMALL AND MINORITY BUSINESSES,
WOMEN'S BUSINESS ENTERPRISES, AND LABOR SURPLUS AREA FIRMS
a. If the Contractor,with the funds authorized by this Agreement, seeks to subcontract
goods or services, then, in accordance with 2 C.F.R. §200.321, the Contractor shall take the
following affirmative steps to assure that minority businesses, women's business enterprises, and
labor surplus area firms are used whenever possible.
b. Affirmative steps must include:
(1) Placing qualified small and minority businesses and women's business enterprises on
solicitation lists;
(2) Assuring that small and minority businesses, and women's business enterprises are solicited
whenever they are potential sources;
(3) Dividing total requirements, when economically feasible, into smaller tasks or quantities to
permit maximum participation by small and minority businesses, and women's business
enterprises;
(4) Establishing delivery schedules,where the requirement permits,which encourage participation
by small and minority businesses, and women's business enterprises;
(5) Using the services and assistance, as appropriate, of such organizations as the Small Business
Administration and the Minority Business Development Agency of the Department of
Commerce.
(6) Requiring the Prime contractor,if subcontractor are to be let,to take the affirmative steps listed
in paragraph(1)through(5) of this section.
I) Energy Efficiency - Contractor will comply with the Energy Policy and Conservation
Act(P.L. 94-163; 42 U.S.C. 6201-6422) and with all mandatory standards and policies relating to
energy efficiency and the provisions of the state Energy Conservation Plan adopted pursuant
thereto.
3098
J) Access To Records - Contractor and their successors, transferees, assignees, and
subcontractors acknowledge and agree to comply with applicable provisions governing the
Department of Homeland Security (DHS) and the Federal Emergency Management Agency's
(FEMA) access to records, accounts, documents, information, facilities, and staff. Contractor
must;
1. Cooperate with any compliance review or complaint investigation conducted by DHS
2. Give DHS access to and the right to examine and copy records, accounts, and
other documents and sources of information related to the grant and permit
access to facilities, personnel, and other individuals and information as may be necessary,
as required by DHS regulations and other applicable laws or program guidance.
3. Submit timely, complete, and accurate reports to the appropriate DHS officials and
maintain appropriate backup documentation to support the reports.
K) DHS Seal, Logo And Flags - Contractor shall not use the Department of Homeland
Security seal(s), logos, crests, or reproduction of flags or likeness of DHS agency officials without
specific FEMA approval.
L) Changes To Contract - Contractor understands and agrees that any cost resulting from
a change or modification, change order, or constructive change of the agreement must be within
the scope of any Federal grant or cooperative agreement that may fund this Project and be
reasonable for the completion of the Project. Any contract change or modification, change order
or constructive change must be approved in writing by both the County and Contractor.
M) Compliance With Federal Law, Regulations, And Executive Orders - This is an
acknowledgement that FEMA financial assistance may be used to fund all or a portion of the
contract. The contractor will comply will all applicable Federal Law,regulations, executive orders,
FEMA policies, procedures, and directives.
N)No Obligation By Federal Government- The Federal Government is not a party to this
contract and is not subject to any obligations or liabilities to the County /non-Federal entity,
contractor, or any other party pertaining to any matter resulting from the contract.
O) Program Fraud And False Or Fraudulent Statements Or Related Acts - If applicable,
the contractor acknowledges that 31 U.S.C. Chap. 38 (Administrative Remedies for False Claims
and Statements) applies to the contractor's actions pertaining to this contract.
P) Binding Terms And Conditions - The Contractor is bound by the terms and conditions
of the Federally-Funded Subaward and Grant Agreement between County and the Florida Division
of Emergency Management (Division) found on the Monroe County web page through the
following link: http://www.monroecouM-fl.gov/DocumentCenter/View/22883/DEM-
Agreement
3099
Q) Hold Harmless - The Contractor shall hold the Division and County harmless against
all claims of whatever nature arising out of the Contractor's performance of work under this
Agreement, to the extent allowed and required by law.
3100
"General Decision Number: FL2O23O147 01/06/2023
Superseded General Decision Number: FL2O22O147
State: Florida
Construction Type: Highway
County: Monroe County in Florida.
HIGHWAY CONSTRUCTION PROJECTS
Note: Contracts subject to the Davis-Bacon Act are generally
required to pay at least the applicable minimum wage rate
required under Executive Order 14026 or Executive Order 13658.
Please note that these Executive Orders apply to covered
contracts entered into by the federal government that are
subject to the Davis-Bacon Act itself, but do not apply to
contracts subject only to the Davis-Bacon Related Acts,
including those set forth at 29 CFR 5.1(a)(2)-(60).
JIf the contract is entered Executive Order 14026
linto on or after January 30, generally applies to the
12022, or the contract is contract.
irenewed or extended (e.g., an The contractor must pay
loption is exercised) on or all covered workers at
after January 30, 2022: least $16.20 per hour (or
the applicable wage rate
listed on this wage
determination, if it is
higher) for all hours
spent performing on the
contract in 2023.
JIf the contract was awarded onl . Executive Order 13658
for between January 1, 2015 andl generally applies to the
January 29, 2022, and the contract.
contract is not renewed or The contractor must pay alli
lextended on or after January covered workers at least 1
130, 2022: 1 $12.15 per hour (or the
applicable wage rate listed)
on this wage determination, 1
if it is higher) for all
hours spent performing on
that contract in 2023. 1
1 1 1
The applicable Executive Order minimum wage rate will be
adjusted annually. If this contract is covered by one of the
Executive Orders and a classification considered necessary for
performance of work on the contract does not appear on this
wage determination, the contractor must still submit a
conformance request.
Additional information on contractor requirements and worker
protections under the Executive Orders is available at
http://www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 01/06/2023
ELECO349-002 09/01/2021
3101
Rates Fringes
ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 37.61 11.72
----------------------------------------------------------------
SUFL2O13-OO8 08/19/2013
Rates Fringes
CARPENTER, Includes Form Work. . . .$ 11.95 ** 1.44
CEMENT MASON/CONCRETE FINISHER. . .$ 13.65 ** 0.00
HIGHWAY/PARKING LOT STRIPING:
Operator (Striping Machine). . . . .$ 12.70 ** 0.00
HIGHWAY/PARKING LOT STRIPING:
Operator (Spray Nozzleman). . . . . . .$ 13.08 ** 0.00
INSTALLER - GUARDRAIL. . . . . . . . . . . .$ 14.44 ** 0.00
IRONWORKER, REINFORCING. . . . . . . . . .$ 13.85 ** 0.00
LABORER (Traffic Control
Specialist). . . . . . . . . . . . . . . . . . . . . .$ 12.17 ** 1.71
LABORER: Asphalt, Includes
Raker, Shoveler, Spreader and
Distributor. . . . . . . . . . . . . . . . . . . . . .$ 13.60 ** 0.00
LABORER: Common or General. . . . . .$ 11.96 ** 2.90
LABORER: Flagger. . . . . . . . . . . . . . . .$ 9.87 ** 0.00
LABORER: Grade Checker. . . . . . . . . .$ 11.45 ** 0.00
LABORER: Landscape &
Irrigation. . . . . . . . . . . . . . . . . . . . . . .$ 11.16 ** 0.00
LABORER: Pipelayer. . . . . . . . . . . . . .$ 12.68 ** 0.00
OPERATOR:
Backhoe/Excavator/Trackhoe. . . . . . .$ 17.20 0.00
OPERATOR: Bobcat/Skid
Steer/Skid Loader. . . . . . . . . . . . . . . .$ 11.60 ** 0.00
OPERATOR: Broom/Sweeper. . . . . . . . .$ 10.89 ** 0.00
OPERATOR: Bulldozer. . . . . . . . . . . . .$ 13.90 ** 0.00
OPERATOR: Crane. . . . . . . . . . . . . . . . .$ 17.83 0.00
OPERATOR: Forklift. . . . . . . . . . . . . .$ 11.03 ** 0.00
OPERATOR: Grader/Blade. . . . . . . . . .$ 16.08 ** 0.00
OPERATOR: Loader. . . . . . . . . . . . . . . .$ 16.59 0.00
OPERATOR: Mechanic. . . . . . . . . . . . . .$ 13.55 ** 0.00
OPERATOR: Milling Machine. . . . . . .$ 13.23 ** 0.00
OPERATOR: Oiler. . . . . . . . . . . . . . . . .$ 12.61 ** 0.00
3102
OPERATOR: Paver (Asphalt,
Aggregate, and Concrete). . . . . . . . .$ 18.17 0.00
OPERATOR: Roller. . . . . . . . . . . . . . . .$ 13.28 ** 2.39
OPERATOR: Screed. . . . . . . . . . . . . . . .$ 15.79 ** 0.00
OPERATOR: Trencher. . . . . . . . . . . . . .$ 16.00 ** 0.00
TRAFFIC SIGNALIZATION:
Traffic Signal Installation. . . . . .$ 19.03 0.00
TRUCK DRIVER: Dump Truck. . . . . . . .$ 12.66 ** 0.00
TRUCK DRIVER: Lowboy Truck. . . . . .$ 14.94 ** 0.00
TRUCK DRIVER: Water Truck. . . . . . .$ 13.05 ** 0.00
----------------------------------------------------------------
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
----------------------------------------------------------------
----------------------------------------------------------------
** Workers in this classification may be entitled to a higher
minimum wage under Executive Order 14026 ($16.20) or 13658
($12.15). Please see the Note at the top of the wage
determination for more information.
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave
for Federal Contractors applies to all contracts subject to the
Davis-Bacon Act for which the contract is awarded (and any
solicitation was issued) on or after January 1, 2017. If this
contract is covered by the EO, the contractor must provide
employees with 1 hour of paid sick leave for every 30 hours
they work, up to 56 hours of paid sick leave each year.
Employees must be permitted to use paid sick leave for their
own illness, injury or other health-related needs, including
preventive care; to assist a family member (or person who is
like family to the employee) who is ill, injured, or has other
health-related needs, including preventive care; or for reasons
resulting from, or to assist a family member (or person who is
like family to the employee) who is a victim of, domestic
violence, sexual assault, or stalking. Additional information
on contractor requirements and worker protections under the EO
is available at
https://www.dol.gov/agencies/whd/government-contracts.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii)).
----------------------------------------------------------------
The body of each wage determination lists the classification
and wage rates that have been found to be prevailing for the
cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical
order of ""identifiers"" that indicate whether the particular
rate is a union rate (current union negotiated rate for local),
a survey rate (weighted average rate) or a union average rate
(weighted union average rate).
3103
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed
in dotted lines beginning with characters other than ""SU"" or
""UAVG"" denotes that the union classification and rate were
prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of
the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198
indicates the local union number or district council number
where applicable, i.e., Plumbers Local 0198. The next number,
005 in the example, is an internal number used in processing
the wage determination. 07/01/2014 is the effective date of the
most current negotiated rate, which in this example is July 1,
2014.
Union prevailing wage rates are updated to reflect all rate
changes in the collective bargaining agreement (CBA) governing
this classification and rate.
Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that
no one rate prevailed for this classification in the survey and
the published rate is derived by computing a weighted average
rate based on all the rates reported in the survey for that
classification. As this weighted average rate includes all
rates reported in the survey, it may include both union and
non-union rates. Example: SULA2012-007 5/13/2014. SU indicates
the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates
the State of Louisiana. 2012 is the year of survey on which
these classifications and rates are based. The next number, 007
in the example, is an internal number used in producing the
wage determination. 5/13/2014 indicates the survey completion
date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a
new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate
that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the
classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The next number, 0010 in
the example, is an internal number used in producing the wage
determination. 08/29/2014 indicates the survey completion date
for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of
each year, to reflect a weighted average of the current
negotiated/CBA rate of the union locals from which the rate is
based.
----------------------------------------------------------------
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
3104
be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
National Office because National Office has responsibility for
the Davis-Bacon survey program. If the response from this
initial contact is not satisfactory, then the process described
in 2.) and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
----------------------------------------------------------------
END OF GENERAL DECISIO"
3105
qm
PRICE QUOTATION
Attention:Chris Bowker DATE: 2/3/23
Jacobs
200 W. Forsyth Street,Suite 1520
Jacksonville, FL 32202
ITEMIZED QUANTITIES
Location: 3491 S Roosevelt Blvd,Key West FL 33040 1
Scope: EMAS Removal/Replacement-Phase 1
Item Description Quantity Units Cost per Unit Line Item Cost Notes
PHASE 1:
1 Mobilization(s) 1.0 LS $ 47,320.00 $ 47,320.00
2 La down Setup 1.0 LS $ 10,000.00 $ 10,000.00
3 Surveying 1.0 LS $ 7,500.00 $ 7,500.00
4 Runway Safety/Light Towers 1.0 LS $ 20,000.00 $ 20,000.00
5 Demolish/Dispose EMAS System+Asphalt(Disposal @ Class 1 Landfill) 1,000.0 SY $ 138.00 $ 138,000.00
6 Rework Existing Limerock Base 1,000.0 SY $ 39.50 $ 39,500.00
7 3"FC 12.5 Asphalt Pavement+Tack Coat 1,000.0 SY $ 111.23 $ 111,230.00
8 EMAS Installation(including backer rod install,caulking,deflector,etc) 1.0 LS $ 82,000.00 $ 82,000.00
9 Painted Pavement Markings 1.0 LS $ 15,000.00 $ 15,000.00
10 Misc.Dumpsters(includes moving onsite by CTS) 10.0 EA $ 1,290.00 $ 12,900.00
11 Grading/Topsoil/Sod 800.0 SF $ 12.00 $ 9,600.00
Subtotal $ 493,050.00
12 Performance/Payment Bonds($20.00/Thousand) 1.0 LS $ $ 9,861.00
13 Mobilization/Demobilization 1.0 LS $ $
14 General Conditions(project management,etc.) 1.0 LS $ $
Notes: 20 NIGHTS QUOTED AS PER PLANS DATED 1125123
Exclusions: Runway closure si na e,permits,design,permit fees,EMAS material.
Prepared by: 77wt�rm '�
Estimator
Charley Toppino&Sons,Inc.
Sheetj 1 of 1
Date: 2/3/23
3106
MOO gQE C )D /ENG NG/FRo CT MAN GE ENNT
CONTRACT CHANGE ORDER
PROJECT TITLE: Commercial Apron Expansion and Mitigation CHANGE ORDER NO: 2
INITIATION DATE: 3/5/2023
TO CONTRACTOR: Charley Toppino&Sons CONTRACT DATE: 10/11/22
The Contract is changed as follows:
The original Contract Sum ................................................ . .. ............, $17,166,179.68
Net change by previously authorized Change Order ....... $502,911.00
The Contract Sum prior to this Change order was..............o.,...,,....,...,..............,..,....,...$17,669,090.68
The Contract Sum is (increased) by this Change Order 2 $ 822,151.11
The Revised 1 Contract Sum including this Change Order ........ .................................... $18,491,241.79
The Engineered Material Arresting System (EMAS) located in the Runway 9 Safety Area at Key West International Airport
was damaged beyond repair due to Hurricane Ian. Due to the importance that this safety system provides to aircraft
landing and departing on the runway it was imperative that this system be replaced as an emergency response.
During the October 19, 2022, the BOCC gave approval to waive purchasing procedures to issue a purchase order to
procure the EMAS material for the replacement of the damaged system. The removal and replacement of this system will
be done in a phased approach. This phased approach is required to maintain a level of safety at the airport while
accommodating the manufacturing and delivery schedule of the EMAS material.
Under the first phase, the initial 14 rows of the EMAS block were removed and replaced to take advantage of the early
partial delivery schedule from the manufacturer and to maintain safety.
The second phase will include preparing the site for the future delivery of the EMAS material from the manufacturer. This
change order number two includes demolition, and pavement repair in advance of the future delivery of the remaining 70
rows worth of EMAS material in accordance with the attached Phase 2 drawings, technical specifications, and the
incorporation of additional Federal/FEMA/FDEM Contract Requirements.
The total cost to complete the work as noted within this change order is an increase of$822,151.11. See attached price
quotation from Charley Toppino&Sons, Inc,
Net change to contract Change Order 2: $822,151.11
The project commencement was March 5, 2023
This Change Order 2 increases contract time by 29 calendar days.
Contractor agrees to accept the increase/decrease in monetary compensation and hereby waives and releases any and all
claims for any additional compensation related to these bid items.
This Change Order 1 represents 4.8% of the original contract price.
Not valid until a roved b Owner Architect. if a I'icable and Contractor
ARCHITECT/ENGI mmER 3/31/2023
Da
CONTRACTOR � ��
_W�
Z��
AIRPORTS DIRECTOR _._ ...._..�._....
U3J3
,.
Date
04.11.2023
COUNTY/ASSISTANT ADMINISTRATOR �—
Y' Date
N
POE COUNTY ATTOIIN'EY
A 11K�V 4 EC
ASSI J 3107
De 4/4/23
Change Order Attachment per Ordinance No. 004-1999
• Change Order was not included in the original contract specifications. Yes ® No ❑
If Yes, explanation:
1. This additional work was not anticipated as it is in response to damage Hurricane Ian caused to the existing
Runway 9 Engineered Material Arresting System (EMAS) at Key West International Airport. This work is being
performed in the most expeditiously manner to return this important safety feature to its' original condition.
• Change Order was included in the original specifications. Yes ❑ No
If Yes, explanation of increase in price:
• Change Order exceeds $25,000 or 5% of contract price (whichever is greater). Yes ❑ No
If Yes, explanation as to why it is not subject for a calling for bids:
• Project engineer/architect approves the change order. Yes ® No ❑
If No, explanation of why:
• Change Order is correcting an error or omission in design document. Yes ❑No
Should a claim under the applicable professional liability policy be made? Yes ❑ No
Explain:
3108
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TECHNICAL SPECIFICATIONS
3117
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
ITEM P-101
SURFACE PREPARATION
DESCRIPTION
101-1.1 This item shall consist of pFepaff6ea of&iistiag„ ei4 s„-f ees for-E er as ,, removal of
existing pavement, and other miscellaneous items. The work shall be accomplished in accordance with
these specifications and the applicable drawings.
EQUIPMENT
101-2.1 All equipment shall be specified hereinafter or as approved by the Engineer. The equipment shall
not cause damage to the pavement to remain in place.
CONSTRUCTION
101-3.1 REMOVAL OF EXISTING PAVEMENT
a. Concrete: The existing concrete to be removed shall be freed from the pavement to remain unless
jackhammers are used for the complete removal. This shall be accomplished by line drilling or sawing
through the complete depth of the slab 1 ft inside the perimeter of the final removal limits or outside the
load transfer devices, whichever is greater. In this case,the limits of removal would be located on joints.
If line drilling is used,the distance between holes shall not exceed the diameter of the hole. The pavement
between the perimeter of the pavement removal and the saw cut or line-drilled holes shall be removed
with a jackhammer. Where the perimeter of the removal limits is not located on the joint,the perimeter
shall be saw cut 2 in in depth or 1/4 the slab thickness,whichever is less. Again, the concrete shall be line
drilled or saw cut the full depth of the pavement 6 in inside the removal limits. The pavement inside the
saw cut or line shall be broken by methods suitable to the Contractor; however, if the material is to be
wasted on the airport site, it shall be reduced to a maximum size designated by the airport owner. The
Contractor's removal operation shall not cause damage to cables, utility ducts,pipelines, or drainage
structures under the pavement. Any damage shall be repaired by the Contractor at no expense to the
airport owner.
b.Asphaltic Concrete: Asphaltic concrete pavement to be removed shall be sawcut to the full depth
of the bituminous material around the perimeter of the area to be removed. The sawcutting shall be
incidental to the pavement removal. The pavement shall be removed in such a manner that the joint for
each layer of pavement replacement is offset 1 ft from the joint in the preceding layer. This does not apply
if the removed pavement is to be replaced with concrete or soil. If the material is to be wasted on the
airport site, it shall be broken to a maximum size as designated by the airport owner.
aggfegate sha4l eensist ef liffiestene,veleanie ash, sand, ef ethef fflatefia4 that will ettfe fe fefffi a hafd
SURFACE PREPARATION P-101-1
3118
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
Table 1
Sieve Size Per-reent Passing
iK. 4 4-99
No. 9 Q9 499
No.16 65-99
No.100 45 39
No.299 U9 i9
Up to 3A eemefft ean be added to aeeelefae the set time. 44io mi�4ur-e shall net eef4aia more than-202 34-
+,, 1 .r;+1 ,+, 1in +; F the E44— -,00,-
101 3.3 REA40ALAL OF PAINT AND RUBBER.All paif4 and ndbber-ei,er- 1 ft wide that will affee4 the
pFessuFe water-, heater-sear-ifier-(asphaltie eeaeFete eeld milling, or-sandblasting ma�,be used. Aa�
methods used sha4l net eause major-damage to the pa-,,,emefft. Major-damage is defined as ehanging the
101 3.4 CONCRETE SPALL OR FAILED ASPHALTIC CONCRETE PANLIEMENT2 REPAiR.
a.
Repair- of Coner-ete Spalls in Areas to be ever-laid with Asphalt.2 The Gefttfaaefs sha4l fepa4f a4l
fepa4f sha4l be sawed a ffliniffluffi ef 1 in deep ef sha4l be etA with appfeved feels fe this depth. The
feffieved with a geelegist piek. The feffieved afea sha4l be filled with asphalfie eenefae with a ffliniffittfla..
be..-ted. The fflatefia4 sha4l net be plaeed in lifts evef 4 in in depth. This ffiethed ef fepa4f applies enly fe
be feffieved. The base eettfse and subbase sha4l be feplaeed if it has been infiltfated with elay, sift, e
101 3.5 COLD PLANING-.
NING
SURFACE PREPARATION P-101-2
3119
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
edges of the pai,emef4 to remain. The maehiae sha4l hffi,e a pest6w method of eefftfolling the depth of
et4. 44io Engineer-sha4l la�,et4 the mea to be milled. The aFea shall be laid et4 with stfaigkodges in
iaeFemef4s of 1 ft widths. 44io afea to be milled sha4l eeN,er-ea!�,the failed afea. Aa�,&ieessiN,e afea that is
milled beeause the Cef4r-ae4er-doesn't haN,e the appr-epfiate maehiae, or-afeas that afe damaged beeause ef
his negligenee, ska4l net beirreluded in the m€astrremef+ =ear
of 10 feet. 14 sha4l be equipped with elear-enie gr-ade eefitfel deN,iees en both sides that will et4 the stwfaee
them in a defined windrow-.
MET-140D Or-ME n SUREMEN 1
101 4.1 MEASUREMENT,
SUREMENT
a. General! if theFe shown in the bidding sehedule,the wer4i eeN,eFed b�,this seaie
b. Pavement Removal! 44io unit of measttFemef4 for-deme&ien qj'amistingpavementpai,eme
> >
sha4l be the number-of
measttFemer+ pa� r+
feet of r+
Squafe feet,
divided in the fellewing
SURFACE PREPARATION P-101-3
3120
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
and will be paid ea!�,enee for-the teta4 depth of planning. 44io quaf4it�,sha4l be dii,ided if4e the fellewing
�n
n.) nt 3.5 iff
(6) 0t n ;r
t�7�T1n
(d) n+ c ;r
CaT�T=
(0) n+
C�7OT=
BASIS OF n n vn EN
pavement), and plaeiag of the mateFW and for-all lab tools, and to
eemplete this item.
END OF ITEM P-101
SURFACE PREPARATION P-101-4
3121
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
ITEM P-152
EXCAVATION AND EMBANKMENT
DESCRIPTION
152-1.1 This item covers excavation, disposal,placement, and compaction of all materials within the
limits of the work required to construct safety areas, runways, taxiways, aprons, and intermediate as well
as other areas for drainage, building construction,parking, or other purposes in accordance with these
specifications and in conformity to the dimensions and typical sections shown on the plans.
152-1.2 CLASSIFICATION.All material excavated shall be classified as defined below:
a. Unclassified Excavation. Unclassified excavation shall consist of the excavation and disposal of
all material, regardless of its nature,which is not otherwise classified and paid for under the following
items. The material excavated in order to construct the proposed asphalt pavement section shall
become the property of the Contractor and shall be removed and legally disposed of off airport
property.
b. Reek Exeavation. Reek &ieai,atien sha4l inelude all solid r-eek in ledges, in bedded deposits, in
motor-) -'-vec� e�c-ai,atien"
,
eenstfttetie t�-Pe as shewn en the Plans.
152-1.3 Unsuitable Excavation.Any material containing vegetable or organic matter, such as muck,
peat, organic silt, or sod shall be considered unsuitable for use in embankment construction. Material,
when approved by the RPR Engineer as suitable to support vegetation,may be used on the embankment
slope.
CONSTRUCTION METHODS
152-2.1 General. Beg3fe begin 3n,
The suitability of material to be placed in embankments shall be subject to approval by the RPR
Engineer. All unsuitable material shall be disposed of in waste areas shown on the plans. All waste areas
shall be graded to allow positive drainage of the area and of adjacent areas. The surface elevation of waste
EXCAVATION AND EMBANKMENT P-152-1
3122
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
areas shall not extend above the surface elevation of adjacent usable areas of the airport,unless specified
on the plans or approved by the RPR Eaginee
When the Contractor's excavating operations encounter artifacts of historical or archaeological
significance, the operations shall be temporarily discontinued. At the direction of the RPR Eaginee ,the
Contractor shall excavate the site in such a manner as to preserve the artifacts encountered and allow for
their removal. Such excavation will be paid for as extra work.
Those areas outside of the pavement areas in which the top layer of soil material has become compacted,
by hauling or other activities of the Contractor shall be scarified and disked to a depth of 4 in(100 mm),
in order to loosen and pulverize the soil.
If it is necessary to interrupt existing surface drainage, sewers or under-drainage, conduits,utilities, or
similar underground structures,the Contractor shall be responsible for and shall take all necessary
precautions to preserve them or provide temporary services. When such facilities are encountered, the
Contractor shall notify the RPR Eaginee , who shall arrange for their removal if necessary. The
Contractor shall, at his/her own expense, satisfactorily repair or pay the cost of all damage to such
facilities or structures that may result from any of the Contractor's operations during the period of the
contract.
152-2.2 EXCAVATION.No excavation shall be started until the work has been staked out by the
Contractor and the RPR€*gihas obtained elevations and measurements of the ground surface. All
suitable excavated material shall be used in the formation of embankment, subgrade, or for other purposes
shown on the plans. All unsuitable material shall be disposed of as shown on the plans.
When the volume of the excavation exceeds that required to construct the embankments to the grades
indicated, the excess shall be used to grade the areas of ultimate development or disposed of as directed.
When the volume of excavation is not sufficient for constructing the fill to the grades indicated,the
deficiency shall be obtained from borrow areas.
The grade shall be maintained so that the surface is well drained at all times. When necessary, temporary
drains and drainage ditches shall be installed to intercept or divert surface water that may affect the work.
a. Selective Grading.When selective grading is indicated on the plans, the more suitable material as
designated by the Engineer shall be used in constructing the embankment or in capping the pavement
subgrade. If, at the time of excavation,it is not possible to place this material in its final location,it shall
be stockpiled in approved areas so that it can be measured for payment for rehandling as specified in
paragraph 3.3.
,
EXCAVATION AND EMBANKMENT P-152-2
3123
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
will be elasified as "Unelasnfzed&ieaN,atie
d. Removal of Utilities. The removal of existing structures and utilities required to permit the orderly
progress of work will be accomplished by someone other than the Contractor, for example,the utility
unless otherwise shown on the plans. All existing foundations shall be excavated for at least 2 feet(60
cm)below the top of subgrade or as indicated on the plans, and the material disposed of as directed. All
foundations thus excavated shall be backfilled with suitable material and compacted as specified herein.
e. Compaction Requirements. The subgrade under areas to be paved shall be compacted to a depth
of 6" and to a density of not less than 95%percent of the maximum density as determined by ASTM
D1557. The material to be compacted shall be within+/-2 percent of optimum moisture content before
rolled to obtain the prescribed compaction(except for expansive soils).
The in-place field density shall be determined in accordance with ASTM D 1556 or ASTM D 2167.
Stones or rock fragments larger than 4 in(100 mm)in their greatest dimension will not be permitted in
the top 6 in (150 mm)of the subgrade. The finished grading operations, conforming to the typical cross
section, shall be completed and maintained at least 1,000 feet(300 m)ahead of the paving operations or
as directed by the RPR Eaginee
In cuts, all loose or protruding rocks on the back slopes shall be barred loose or otherwise removed to line
of finished grade of slope. All cut-and-fill slopes shall be uniformly dressed to the slope, cross section,
and alignment shown on the plans or as directed by the RPR Eaginee
Blasting will be peFm4ed ea!�,when pFeper-pFee&44eas aFe te&ea for-the safi��,of a4l per-seas,the ,
appfeva4. This plan ffittst eensist ef hele sii�e, depth, spaeing, bufden,type ef e�cplesives,type ef dela�
152 2.3 BORROW EXCAIVIATION. Beffew afeas within the a4peft p heated en the plans.
No the heiii-44W and veffieal-
EXCAVATION AND EMBANKMENT P-152-3
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Emergency Repairs-Runway 9 Safety Area-Remove and Install EMAS
shall aetif�,the Engineer-, at least 15 da�,s prior-to begiming the&ieaN,ation, so neeesswy measur-emeffts
and tests ean be made. All unsuitable mateFW sha4l be disposed of b�,the Cef4r-aaer-. All beffew p4s
the�, sha4l be dfained and left in a neat,pr-esefftable eepAitiea with a4l slopes dressed ullifeFffl!�-
d4ehes sueh as iffter-eepting; inlet or-et4let, for-tempefai=y, leN,ee E)r-for-any other-t�,pe as
designed or-as shown en the plans. The wer4i sha4l be pe4ofmod i ,I Heftee With the ethe
+;
�r
keep them Goo f debrisor- bsti.,,. ie ems , 4i the p ea; aeeepted,
or-seaFif:�414 Fa depth of 6 in(150 mm). This area shall then be eempaaed as indieated in
paFagmph Ohio heigk of fill is greater-than 4 feet(1-20 em), sod a FeqttiFed te be FemEwed sha4i
eeastnaaed . shown r the plans.
,
blade,
EXCAVATION AND EMBANKMENT P-152-4
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,
easity for-neneehesiN,e soils, and 90 per-eef4 of mwiimum deasity for-eehesiN,e soils as
[I and to a deal t fnet loss than [] percent of the maximum density as determined by ASTM [].
is obtained.
when leaded and when empty, eN,er-the la�,er-s as the�,ffe plaeod and shall distr-ibt4e the tfa-N,el eN,ea!�,eN,e-F
d with the other-mateFW in the la�,er-.
la the eensti-de4ion of embanlaneffts, la�,er-plaeomefft sha4l begin in the deepest pei4ion of the fill; as
4fw—.
feet(60 effi) in thiekness. Eaeh layef sha4l be leveled and sffieethed with suitable leveling
152-2.7 FINISHING AND PROTECTION OF SUBGRADE. After the subgrade has been substantially
completed the full width shall be conditioned by removing any soft or other unstable material that will not
compact properly. The resulting areas and all other low areas, holes or depressions shall be brought to
grade with suitable select material. Scarifying, blading, rolling and other methods shall be performed to
provide a thoroughly compacted subgrade shaped to the lines and grades shown on the plans.
Grading of the subgrade shall be performed so that it will drain readily. The Contractor shall take all
precautions necessary to protect the subgrade from damage. He/she shall limit hauling over the finished
subgrade to that which is essential for construction purposes.
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All ruts or rough places that develop in a completed subgrade shall be smoothed and recompacted.
No subbase,base, or surface course shall be placed on the subgrade until the subgrade has been approved
by the RPR Eaginee .
152-2.8 HAUL.All hauling will be considered a necessary and incidental part of the work. Its cost shall
be considered by the Contractor and included in the contract unit price for the pay of items of work
involved.No payment will be made separately or directly for hauling on any part of the work.
152-2.9 TOLERANCES. In those areas upon which a subbase or base course is to be placed,the top of
the subgrade shall be of such smoothness that,when tested with a 16 ft(4.8 m) straightedge applied
parallel and at right angles to the centerline,it shall not show any deviation in excess of 1/2 in (12 mm),
or shall not be more than 0.05 ft(0.015 m) from true grade as established by grade hubs or pins. Any
deviation in excess of these amounts shall be corrected by loosening, adding, or removing materials;
reshaping; and recompacting by sprinkling and rolling.
On safety areas, intermediate and other designated areas,the surface shall be of such smoothness that it
will not vary more than 0.10 ft(0.03 m) from true grade as established by grade hubs. Any deviation in
excess of this amount shall be corrected by loosening, adding or removing materials, and reshaping.
152 2.10 TOPSOIL.3A4ion topsoil is speeified or-r-equir-ed as shown en the plans or-under-hem T 905, it
14em T- 905. if-, at the time of&EeaN,atie the topsoil eannet be plaeod in its proper-and fiaa4
—AP— ed en areas that sttbseqttef4l�,will r-equi— --�,--a—atiell OF
-he judgmef4 of the RPR Engineer-, 4 is pr-ae4i.ea4 to plaeo the sa4N,aged topsoil at the
METHOD OF MEASUREMENI
ffleasofed in the steekpiled pesifien as seen as the ffifftefW has been steekpil
EXCAVATION AND EMBANKMENT P-152-6
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or-igiaa4 gr-eund line established b�, field er-ess seetiens and the fiaa4 theer-etiea4 pa�,hae established b�
a. Plan width of embaakmef4s or-&Eeai,atieas are ehanged b�,more than phis or-miatts 1.0 ft(0.3
motor-); 0
b. Plan elei,atieas of embankmeffts or-&Eeai,atieas are ehanged b�,more than phis or-Minus 0.5
m 1T
BASIS OF n n vn EN
> >
152 4.2 For-"Reek&Eeai,atiea"paymefft sha4l be made at the e iee per-etibie yafd (etibie
iaeidef4a4s fleeessafy t , Mete the item-.
=t o.., n 1 c-2 n i
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TESTING REQUIREMENTS
ASTM D 698 Test for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures, Using
5.5-pound (2.49 kg) Rammer and 12 in(305 mm) Drop
ASTM D 1556 Test for Density of Soil In Place by the Sand-Cone Method
ASTM D 1557 Test for Laboratory Compaction Characteristics of Soil Using Modified Effort
ASTM D 2167 Test for Density and Unit Weight of Soil In Place by the Rubber Balloon Method.
ASTM D 6938 In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear
Methods
END OF ITEM P-152
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ITEM P-211
LIME ROCK BASE COURSE
DESCRIPTION
211-1.1 This item shall consist of the placement and compaction of'base course and re-working and re-
compacting of'existing base course composed of lime rock constructed on the prepared underlying
course per these specifications and shall conform to the dimensions and typical cross-section shown on
the plans.
MATERIALS
211-2.1 Materials. The lime rock base course material shall consist of fossiliferous limestone of uniform
quality. The material shall not contain hard or flinty pieces that will cause a rough surface containing pits
and pockets. The rock shall show no tendency to "air slake"or undergo chemical change when exposed to
the weather. The material when watered and rolled shall be capable of compacting to a dense and well-
bonded base.
Lime Rock Base Course Material Properties2
Lime Rock Oolitic Non-Oolitic
Carbonates of calcium 95%minimum 70%minimum 75%minimum
and magnesium'
Oxides of iron and Less than or equal to Less than or equal to Less than or equal to
aluminum' 2% 2% 2%
Liquid limit Not greater than 35 NA Not greater than 35
Plasticity Index Not greater than 6 NA Not greater than 6
Organic or foreign Not more than 0.5% Not more than 0.5% Not more than 0.5%
matter
Lime Bearing Ratio 125 125 125
(LBR)3 at 0 to +1.5%
optimum
' The combined amount of carbonates,oxides,and silica shall be at least 97%. The material shall be non-
plastic.
2 The chemical analysis of lime rock shall consist of determining the insoluble silica,iron oxide,and alumina
by solution of the sample in hydrochloric (HCl)acid,evaporating,dehydrating,re-dissolving the residue,and
neutralizing with ammonium hydroxide,filtering,washing,and igniting the residue lime rock. The difference
between the percentage of insoluble matter and 100%is reported as carbonates of calcium and magnesium.
3 FM 5-515,Florida Method of Test for Lime Rock Bearing Ratio
LIME ROCK BASE COURSE P-211-1
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Lime Rock Base Course Gradation
Sieve Designation Percentage by Weight Passing
(square openings) Sieves
3-1/2 inch(87.5 mm) 100
3/4 inch(19.0 mm) 50-100
All fine material shall consist entirely of dust of fracture (fine portion passing the No. 10 (2.00 mm)
sieve).
211 2.2 Sampling and Testing.
a. Aggregate base materials. 44io Gef4r-aaer-sha4l te&e samples of the aggregate base in aeeefdanee-
. . �s in paFagmph-211 -2.1. 44iis sampling and testing will be the basis for-appr-eN,a4 of the
b. Gradation r-equir-ements. The Gefftfaeter-sha4l te&e at least two aggFegate base samples per-da�,
with the lot size used for-deasit�,. The samples sha4l he--. -4-effi-the in plaeo, tin eempaaed mateFW
211 2.3 Separation Geetextile. Not U
CONSTRUCTION METHODS
211-3.2 Preparing underlying course. The RPR shall check and accept the underlying course before
placing and spreading operations are started. Any ruts or soft yielding places caused by improper drainage
conditions, hauling, or any other cause shall be corrected at the Contractor's expense before the base
course is placed. Material shall not be placed on frozen subgrade.
211-3.3 Placement. The material shall be placed and spread on the prepared underlying layer by spreader
boxes or other devices as approved by the RPR,to a uniform thickness and width. The equipment shall
have positive thickness controls to minimize the need for additional manipulation of the material.
Dumping from vehicles that require re-handling shall not be permitted. Hauling over the uncompacted
base course shall not be permitted.
The material shall meet gradation and moisture requirements prior to compaction. The layer shall be
constructed in lifts as established in the control strip,but not less than 4 inches (100 mm)nor more than
12 inches (300 mm)of compacted thickness.
When more than one lift is required to establish the layer thickness shown on the plans,the construction
procedure described here shall apply to each lift. No lift shall be covered by subsequent lifts until tests
LIME ROCK BASE COURSE P-211-2
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verify that compaction requirements have been met. The Contractor shall rework, re-compact and retest
any material placed which does not meet the specifications.
211-3.4 Compaction. Immediately upon completion of the spreading operations, compact each layer of
the base course, as specified, with approved compaction equipment. The number,type, and weight of
rollers shall be sufficient to compact the material to the required density within the same day that the
aggregate is placed on the subgrade. The field density of each compacted lift of material shall be at least
10 0% of the maximum density of laboratory specimens prepared from samples of the subbase material
delivered to the iobsite. The moisture content of the material during placing operations shall be within±2
percentage points of the optimum moisture content as determined by ASTM D1557. Maximum density
refers to maximum dry density at optimum moisture content unless otherwise specified.
211-3.5 Finishing.After the watering and rolling of the base course,the entire surface shall be scarified
to a depth of at least 3 inches (75 mm) and shaped to the exact crown and cross-section with a blade
grader. The scarified material shall be rewetted and thoroughly rolled. Rolling shall continue until the
base is bonded and compacted to a dense,unyielding mass,true to grade and cross-section. Scarifying and
rolling of the surface of the base shall follow the initial rolling of the lime rock by not more than four(4)
days. When the lime rock base is constructed in two layers,the scarifying of the surface shall be to a
depth of 2 inches (50 mm).
If cracks or checks appear in the base before the surface course is laid,the Contractor shall rescarifying,
reshaping, watering, add lime rock where necessary, and recompact. If the underlying material becomes
mixed with the base course material,the Contractor shall,without additional compensation, remove,
reshape, and recompact the mixture.
211-3.6 Weather limitations. Material shall not be placed unless the ambient air temperature is at least
40T (4°C) and rising. Work on base course shall not be conducted when the subgrade or subbase is wet
or frozen or the base material contains frozen material.
211-3.7 Maintenance. The base course shall be maintained in a condition that will meet all specification
requirements until the work is accepted by the RPR. When material has been exposed to excessive rain,
snow, or freeze-thaw conditions, prior to placement of additional material,the Contractor shall verify that
materials still meet all specification requirements. Equipment may be routed over completed sections of
base course, provided that no damage results and the equipment is routed over the full width of the
completed base course. Any damage resulting to the base course from routing equipment over the base
course shall be repaired by the Contractor at the Contractor's expense.
When necessary,temporary drainage measures shall be installed to furnish and maintain the integrity and
compaction of the base course. The cost necessary to install,maintain, and remove any temporary
drainage measures will not be paid for separately,but shall be incidental to the associated pay items.
211-3.8 Surface tolerance. After the course has been compacted,the surface shall be tested for
smoothness and accuracy of grade and crown. Any portion lacking the required smoothness or failing in
accuracy of grade or crown shall be scarified to a depth of at least 3 inches (75 mm), reshaped and
recompacted to grade until the required smoothness and accuracy are obtained and approved by the RPR.
Any deviation in surface tolerances shall be corrected by the Contractor at the Contractor's expense. The
smoothness and accuracy requirements specified here apply only to the top layer when base course is
constructed in more than one layer.
a. Smoothness. The finished surface shall not vary more than 3/8-inch (9 mm)when tested with a
12-foot(3.7-m) straightedge applied parallel with and at right angles to the centerline. The straightedge
shall be moved continuously at half the length of the 12-foot(3.7-m) straightedge for the full length of
each line on a 50-foot(15-m)grid.
LIME ROCK BASE COURSE P-211-3
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b. Grade. The grade and crown shall be measured on a 50-foot(15-m)grid and shall be within+0
and -1/2 inch(12 mm) of the specified grade.
211-3.9 Acceptance sampling and testing. Lime rock base course shall be accepted for density on an
area basis. Two tests shall be made for density and thickness for each 300 square yards. Sampling
locations will be determined on a random basis per ASTM D3665.
a. Density. The Contractor's laboratory shall perform all density tests in the RPR's presence and
provide the test results upon completion to the RPR for acceptance.
Each area shall be accepted for density when the field density is at least [ 10 0% ] of the maximum
density of laboratory specimens compacted and tested per ASTM D 15 5 7. The in-place field density shall
be determined per ASTM D1556 or ASTM D6938 using Procedure A, the direct
transmission method. ASTM D6938 shall be used to determine the
moisture content of the material. The machine shall be calibrated in
accordance with ASTM D6938 . If the specified density is not attained,the entire area shall be
reworked and/or recompacted and two additional random tests made. This procedure shall be followed
until the specified density is reached. Maximum density refers to maximum dry density at optimum
moisture content unless otherwise specified.
b. Thickness. Depth tests shall be made by test holes or cores at least 3 inches (75 mm)in diameter
that extend through the base. The thickness of the base course shall be within+0 and -1/2 inch (12 mm)of
the specified thickness as determined by depth tests taken by the Contractor in the presence of the RPR
for each area. Where the thickness is deficient by more than 1/2-inch(12 mm),the Contractor shall
correct such areas at no additional cost by scarifying to a depth of at least 3 inches (75 mm), adding new
material of proper gradation, and the material shall be blended and recompacted to grade. The Contractor
shall replace, at his expense,base material where depth tests have been taken.
211-3.10 Rework Lime Rock Base. The Contractor shall rework the existing lime rock base course as
indicated on the plans to minimum depth of 4 inches. The rework shall include re-grading and re-
compaction to meet the required densities.
AIET-140D OF MEASUREMENT
we r ..gin
payffiefft.
linte reek base eetir-se re graded and re eentpae4ed and oeee
BASIS OF D A VAiiENT-
the iteffi.
LIME ROCK BASE COURSE P-211-4
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The cost of removing cracks and checks including the labor, and the additional lime rock necessary for
crack elimination,will not be paid for separately but shall be included in the contract price per cubic yard
(etibie mote for lime rock base course.
equi
P m f4 will be made, rdor•
per-squar-eyard
REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications
are referred to within the text by the basic designation only.
ASTM International(ASTM)
ASTM C 136 Standard Test Method for Sieve or Screen Analysis of Fine and Coarse
Aggregates
ASTM D75 Standard Practice for Sampling Aggregates
ASTM D698 Standard Test Methods for Laboratory Compaction Characteristics of
Soil Using Standard Effort (12,400 ft-lbf/ft3(600 kN-m/m3))
ASTM D1556 Standard Test Method for Density and Unit Weight of Soil in Place by
the Sand-Cone Method
ASTM D 1557 Standard Test Methods for Laboratory Compaction Characteristics of
Soil Using Modified Effort (56,000 ft-lbf/ft3 (2700 kN-m/m3))
ASTM D3665 Standard Practice for Random Sampling of Construction Materials
ASTM D4318 Standard Test Methods for Liquid Limit, Plastic Limit,and Plasticity
Index of Soils
ASTM D4491 Standard Test Methods for Water Permeability of Geotextiles by
Permittivity
ASTM D4751 Standard Test Methods for Determining Apparent Opening Size of a
Geotextile
American Association of State Highway and Transportation Officials (AASHTO)
M288 Standard Specification for Geosynthetic Specification for Highway
Applications
END OF ITEM P-211
LIME ROCK BASE COURSE P-211-5
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INTENTIONALLY LEFT BLANK
LIME ROCK BASE COURSE P-211-6
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SECTION 337
ASPHALT CONCRETE FRICTION COURSES
DESCRIPTION
337-1.1 Construct an asphalt concrete friction course pavement with the type of mixture specified
in the Contract, or when offered as alternates, as selected. This Section specifies mixes designated
as F-5, FG 9.�, �� ' FC-12.5.
Meet the plant and equipment requirements of Section 320, as modified herein. Meet the general
construction requirements of Section 330, as modified herein.
MATERIALS
337-2.1 General Requirements: Meet the requirements specified in Division III as modified
herein. The Engineer will base continuing approval of material sources on field performance.
Warm mix technologies (additives, foaming techniques, etc.)listed on the FDOT's website may be
used in the production of the mix. The URL for obtaining this information, if available, is:
http://www.dot.state.fl.us/Specificationsoffice/implemented/URLinSpecs/files/WarmI�xAsphalt
_
M. df.
337-2.2 Asphalt Binder: Meet the requirements of Section 336, and any additional requirements
or modifications specified herein for the various mixtures. When called for in the Contract
Documents, use a PG 76-22 asphalt binder meeting the requirements of 916-1. For projects with a
total quantity of FG 5, FG 9.5,�FC-12.5 less than 500 tons, the Contractor may elect to substitute
a PG 76-22 for the ARB-12 or ARB-5, meeting the requirements of 916-1.
337-2.3 CRPRse Aggregate: Meet the requirements of Section 901, and any additional
requirements or modifications specified herein for the various mixtures.
337-2.4 Fine Aggregate: Meet the requirements of Section 902, and any additional requirements
or modifications specified herein for the various mixtures.
337-2.5 Hydrated Lime: Meet the requirements of AASHTO M 303-89 (2010), Type 1. Provide
certified test results for each shipment of hydrated lime indicating compliance with the
specifications.
337-2.6 Liquid Anti-strip Additive: Meet the requirements of 916-4 and be listed on the
Department's Qualified Products List(QPL).
337-2.7 Fiber Stabilizing Additive (Required for FC-5 only): Use either a mineral or cellulose
fiber stabilizing additive. Meet the following requirements:
ASPHALT CONCRETE FRICTION COURSES 337-1
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337-2.7.1 Mineral Fibers: Use mineral fibers (made from virgin basalt, diabase,
or slag) treated with a cationic sizing agent to enhance the disbursement of the
fiber, as well as to increase adhesion of the fiber surface to the bitumen. Meet the
following requirements for physical properties:
1. Size Analysis
Average fiber length: 0.25 inch(maximum) Average fiber
thickness: 0.0002 inch (maximum)
2. Shot Content(ASTM C612)
Percent passing No. 60 Sieve: 90 - 100
Percent passing No. 230 Sieve: 65 - 100
Provide certified test results for each batch of fiber material indicating compliance with
the above tests.
337-2.7.2 Cellulose Fibers: Use cellulose fibers meeting the following
requirements
1. Fiber length: 0.25 inch (maximum)
2. Sieve Analysis
a. Alpine Sieve Method
Percent passing No. 100 sieve: 60-80 b. Ro-Tap Sieve Method
Percent passing No. 20 sieve: 80-95
Percent passing No. 40 sieve: 45-85
Percent passing No. 100 sieve: 5-40
3. Ash Content: 18% non-volatiles (plus or minus 5%)
4. pH: 7.5 (plus or minus 1.0)
5. Oil Absorption: 5.0% (plus or minus 1.0) (times fiber weight)
6. Moisture Content: 5.0%by weight(maximum)
Provide certified test results for each batch of fiber material indicating
compliance with the above tests.
GENERAL COMPOSITION OF MIXES
337-3.1 General: Use a bituminous mixture composed of aggregate (cRPRse, fine, or a mixture
thereof), asphalt binder, and in some cases, fibers and/or hydrated lime. Size, uniformly grade and
combine the aggregate fractions in such proportions that the resulting mix meets the requirements
of this Section.
337-3.2 Specific Component Requirements by Mix:
337-3.''FC-�
0 0 0
ethef
a-v,ailabl is--.
ASPHALT CONCRETE FRICTION COURSES 337-2
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4 -I1f4 dat 34 17 r/�
337 3.2.1.2 Asphalt 9 nde... Use an n RB 12 »Ρ1,.,1��P�aeni
337 3.2..1.3 Hydrated d Lime!! Add the lifne at a dosage f 1 nod b
337 3.2.1.4 Liquid Ant ..,,i.1 anti strip additivea rate of
0
rates of anti strip additive may be used upen appr-Ewal of the Engineer-.
337-3.2.1.5 Fiber Stabilizing Additive! Add either- fnineral fibers at
dosage rate of 0 ase ers at a osage rate 0
weight of tatal fni�E.
337-3.2.2 FC-9.5 and FC-12.5:
337-3.2.2.1: Aggregates: Use an aggregate blend that consists of crushed
granite, crushed Oolitic limestone, other crushed materials (as approved by the Engineer for
friction courses per Rule 14-103.005, Florida Administrative Code), or a combination of the
above. Crushed limestone from the Oolitic formation may be used if it contains a minimum of
12% silica material as determined by FM 5-5 10 and the Engineer grants approval of the source
prior to its use. As an exception, mixes that contain a minimum of 60% crushed granite may either
contain: 1) up to 40%fine aggregate from other sources or 2) a combination of up to 20% RAP
and the remaining fine aggregate from other sources.
A list of aggregates approved for use in friction course may be
available on the FDOT's website. The URL for obtaining this information, if available, is:
ftp://ftp.dot.state.fl.us/fdot/smo/website/sources/frictioncouLse.dfdf .
337-3.2.2.2: Asphalt Binder: Use an ARB-5 asphalt rubber binder. If
called for in the Contract Documents, use a PG 76-22 asphalt binder.
337-3.3 Grading Requirements:
337
�l��.
sh
Table 337 4
3,14inek „ 3,18 ifteh I New 1 Ne-S Ne-16 Ne. 30 Ne. 50 Ne.100 Ne-=0
00 95-+9 -5-5� 1 15 2 5 1 54-0 2-4
337-3.3.3 FC-12.5: Meet the design gradation requirements for a SP-12.5
Superpave fine mix as defined in 334-3.2.2.
MIX DESIGN
ASPHALT CONCRETE FRICTION COURSES 337-3
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P
Aggregate�ie Binder- t
ram,-
she r,-aaite Y r`.,v,
c c n
337 4.2 Fc-9.5 and FC 12.5. Pr-,,vide a fni�E design eanfer-ming t ther-e 0 0 I� If
3 3 4 3.2 tialess atheFwise designated in the plans. Develop the fni�E design using an ARB 5 or-P&
337-4.3 Revision of Mix Design: For FC-5, FC-9.5 and FC-12.5, meet the requirements of 334-
3.3. For FC-5, all revisions must fall within the gradation limits defined in Table 337-1.
CONTRACTOR'S PROCESS CONTROL
337-5.1 Provide the necessary process control of the friction course mix and construction in
accordance with the applicable provisions of 320-2, 330-2 and 334-4. The Engineer will monitor
the spread rate periodically to ensure uniform thickness. Provide quality control procedures for
daily monitoring and control of spread rate variability. If the spread rate varies by more than 5% of
the spread rate set by the Engineer in accordance with 337-8, immediately make all corrections
necessary to bring the spread rate into the acceptable range.
ACCEPTANCE OF THE MIXTURE
337-6.1 F-9.5 and FC-12.5: Meet the requirements of 334-5. The project shall be classified as
Asphalt Work Category 3 per Table 334-1 and density testing shall be required per Specification
334.
337-6.2 Additional Acceptance Criteria
(A) Thickness. Thickness of each lift of surface course shall be evaluated by the RPR for compliance
to the requirements shown on the plans. Measurements of thickness shall be made by the RPR using
the cores extracted for density measurement. The maximum allowable deficiency at any point shall
not be more than '/in less than the thickness indicated for the lift.Average thickness of lift, or
combined lifts, shall not be less than the indicated thickness. Where the thickness tolerances are not
met, area shall be corrected by the Contractor at his expense by removing the deficient area and
replacing with new pavement. The Contractor, at his expense, may take additional cores as approved
by the RPR to circumscribe the deficient area.
(B)Smoothness. The final surface shall be free from roller marks. The finished surfaces of each
course of the pavement, except the finished surface of the final course, shall not vary more than %in
when evaluated with a 16 ft straightedge. The finished surface of the final course of pavement shall
not vary more than '/in when evaluated with a 16 ft straightedge. The lot size shall be 2,000 square
yards. Smoothness measurements shall be made at 50 ft intervals and as determined by the RPR. In
the longitudinal direction, a smoothness reading shall be made at the center of each paving lane. In
the transverse direction, smoothness readings shall be made continuously across the full width of the
pavement. However, transverse smoothness readings shall not be made across designed grade
changes.At warped transition areas, straightedge position shall be adjusted to measure surface
smoothness and not design grade transitions. When more than 15 percent of all measurements within
a lot exceed the specified tolerance, the Contractor shall remove the deficient area to the depth of the
final course of pavement and replace with new material. Skin patching shall not be permitted
ASPHALT CONCRETE FRICTION COURSES 337-4
3139
Jacobs Key West International Airport 1/23
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Emergency Repairs-Runway 9 Safety Area-Remove and Install EMAS
Isolated high points may be ground off providing the course thickness complies with the thickness
specified on the plans. High point grinding will be limited to 15 sq yd Areas in excess of 15 sq yd will
require removal and replacement of'the pavement in accordance with the limitations noted above.
(() Grade. The finished surface of'the pavement shall not vary from the gradeline elevations and
cross sections shown on the plans by more than in (12.70 mm). The finished grade of'each lot will
be determined by running levels at intervals of'50 feet(15.2 m) or less longitudinally and all breaks in
grade transversely (not to exceed 50 feet) to determine the elevation of'the completed pavement. The
Contractor shall pay the cost of'surveying of'the level runs that shall be performed by a licensed
surveyor. The documentation, stamped and signed by a licensed surveyor, shall be provided by the
Contractor to the Engineer. The lot size shall be 2,000 square yards. When more than 15 percent of
all the measurements within a lot are outside the specified tolerance, or if'any one shot within the lot
deviates '/in or more from planned grade, the Contractor shall remove the deficient area to the depth
of'the final course of'pavement and replace with new material Skin patching shall not be permitted
Isolated high points may be ground off'providing the course thickness complies with the thickness
specified on the plans. The surface of'the ground pavement shall have a texture consisting of'grooves
between 0.090 and 0.130 in wide. The peaks and ridges shall be approximately 1132 in higher than
the bottom of'the grooves. The pavement shall be left in a clean condition. The removal of'all of'the
slurry resulting from the grinding operation shall be continuous The grinding operation should be
controlled so the residue from the operation does not flow across other lanes of'pavement. High point
grinding will be limited to 15 sq yd Areas in excess of'15 sq yd will require removal and replacement
of'the pavement in accordance with the limitations noted above.
337 6.2 Fr c. moot the f 3 3 4 c wit-1 the f iiaw* t o eptta,,s.
1. The ., epte a . �;t -o eet to g-.,.aatiov,
3. rc sr2e-6f FG-SJ will be 2,000 tens, wicrreaeh LOT sub6vided and -1
aeeefdanee with 334 5.8. Ne density tesfing will be fequifed f-ef these ffii�Etufes.
Table 7s
Gh et s Telefanee (I-)
0
o T,,,get rk 7 cn
0
- TzafgE+3rT0
33 6.2.1 individual Test Tolerafteesfor FC-5 Produetion! T,,f ffi n 4 the LOT
ASPHALT CONCRETE FRICTION COURSES 337-5
3140
Jacobs Key West International Airport 1/23
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Emergency Repairs-Runway 9 Safety Area-Remove and Install EMAS
fneet the r- of L
2�eanseetitiye test "1*s withinthe safne TOT for- g-.,.aatio,, an an
f the fell sizes and do not f ree +c c e r-equir-ementsof Ti--able 337 2.Tic
When "-ccLOTis ter-minated due to ^ QG fail ,-0 stoppr-oduetion of the
eantr-al failtir-e, as identified in 105 9.6.4. in the event that it ean be demeastr-ated that the pr-ablem
ean immediately be or-air-eady has been resolved, it will not be neeessafy to stop Plant Level 11 teehaieiaa(s) responsible for-the deeision to r-estifne pr-oduetion after-a qua4y
pr-oduetion tifitil appr-ap..*-,'- --..ee_6 eas have been made. infer-m the Engineer-of the pr-ablem and-
test the fnater-ial to ver-if�that the ehanges have FOB em. Stimmar-ize this
infer-mation and provide it to the to the. eqq_d Ae f i�__e AIAI,A-FILE shi f4 when pro dlul eti A-4a
in the event that " Q e is not zaddressed defined above, the
Engineer's approval will be r-equir-ed prior-to r-estifning pr-oduetion aftef:any fiittir-e QG failtir-es.
Address any fnater-ial represented by a failing test r-estilt in a6ear-danee
SPECIAL CONSTRUCTION REQUIREMENTS
337 7.2 Longitudinal Gr-ade Contr-ols for- Open Gr-aded Fr-ietioft Courses! On FG 5, use eithef
teffipefa+ufe (the teffipefa+ufe in the shade away ffeffi affifieial heat) is 4 ef abeNe 337 7.1 Hot Storage of FC 5 Afixtur-es! When ti-i... star-age bins in the aafma4-
0
to 5 0
0
le y.
•
Phi- TeW Weight of Relief (pounds) TeW Width of Dfums (inehes-)
ASPHALT CONCRETE FRICTION COURSES 337-6
3141
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Emergency Repairs-Runway 9 Safety Area-Remove and Install EMAS
(ARY 'Var-iation of this tuir-emeat ust be appr-aved by the Engineer-)Establish an
a rolling pa4ter-a for-the p-avemeat in order-to eff-eetively seat the fni�Etur-e withat4
eftishing the aggregate. in the event that the roller-begins to emsh the aggregate, r-eduee the
tandem steel wheel roller-weighing not fnar-e than 13 5 lb/per-linear-ineh(PLI) of dmfn width.
337-7.5 Temperature Requirements for F-. FC-12.5:
337-7.5.1 Air Temperature at Laydown: Meet the requirements of Table 330-1.
337-7.5.2 Temperature of the Mix: Heat and combine the asphalt binder and
aggregate in a manner to produce a mix having a temperature, when discharged from the plant,
meeting the requirements of 320-6.3. Meet all requirements of 330-6.1.3 at the roadway.
337-7.6 Prevention of Adhesion: To minimize adhesion to the drum during the rolling operations,
the Contractor may add a small amount of liquid detergent to the water in the roller. At
intersections and in other areas where the pavement may be subjected to cross-traffic before it has
cooled, spray the approaches with water to wet the tires of the approaching vehicles before they
cross the pavement.
337-7.7 Transportation Requirements of Friction Course Mixtures: Cover all loads
of friction course mixtures with a tarpaulin, or waterproof cover, meeting requirements of 320-7.
337-7.8 Asphalt Rubber Binder Requirements: Meet the requirements of Section 336
Asphalt Rubber Binder, particularly noting testing and action requirements to be met at the project
site.
THICKNESS OF FRICTION COURSES
337-8.1 FC-12.5 and .5: The thickness of the friction course layer will be the plan thickness
as shown in the Contract Documents. For construction purposes, the plan thickness will be
converted to spread rate as defined in 334-1.4.
Plan quantities are based on a G..of 2.540, corresponding to a spread rate of 110
lbs/yd�-in. Pay quantities will be based on the actual maximum specific gravity of the mix being
used.
based en the eeffibined aggfeg4e bulk speeifie gfa-,�ity ef the asphalt ffii�i being used as shewn in
the fellewi
' G 4�
G
��.
used,
ASPHALT CONCRETE FRICTION COURSES 337-7
3142
A. • ♦ • •
1
�1 y
A Ill
1
A M" I N- W-1-a"
ON
OlIll
hill
11 11 1 IN A
MIAMI
VAN
1 11
. ... . . . . .. .. .. . . .. .. . . .. . . .. . . ..
10 ON,
1 1 1 1 .Al Al Al
... .. . ... ... .. .. .. .. .. . ... .. .. ..
1 1
•
♦ ♦ i
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs-Runway 9 Safety Area-Remove and Install EMAS
obtained.hydrated lifne, and fni�E them in stieh a manner-that unifer-m eeating of the aggregate is
Central the IP hydrated lifne to within plus or-fniatis 0
Aggregate pr-etr-eated with hydrated lifne in this manner- shall be inear-par-ated into the asphalt
337 9.3.1 Hydrated Lime Pretreatment Methods! Pretreat the aggr-e,,-,-
Prrccre' eat vTi t • A Pf F a-f : Add•a the d gciiTn4y of by rnq of
0
aeetir-ately pr-apai4iaa the aggregate and hydrated lifne and fni�E them in stieh a manner- as to
Drc r-eatfneat M+l,ccrra lip--Hydr-cage` A'ate- Slt Add the r-equir-ed
quan4y of hydrated lifne (based an dfy weight) in a hydrated lifne4ater- sltir-fy far-fn to the
aggregate. Provide a saltition eansisting of hydrated lifne and water-in a eafleentr-ation to provide
eff-eetive tr-eatment. Us to blend and maintain the hydrated lifne in stispeastan, to
aeetir-ately pr-apai4iaa the aggregate and hydrated lifne4ater- sltir-fy, and to fni�E them to provide a
tiflife ,1;v,
s 3.2 Blending nr neeo Maintain adequate �eser-ds for-
i4af:fnafiaa, eei4ified test r-estilts for-the hydrated lifne, aggr- Fe eanteat prior-to
blending, as blended quantities of aggregate and hydrated lifne, pr-qjeet Humber-, etistafner-name,
and shipping date.
eei4ifieafiaa with eaeh lead of fnater-ial delivered to the I=A4A plant, that the fnater-ial has been
pfetfea+ed.
FAILING MATERIAL
337-10.1 Meet the requirements of 334-5.9.
Table 337 2 in liett ef Table 334-5.
METHOD THOD OF r E A c 7 RENW T
320 and 330), the quanfit-y te be paid f-ef will be the weight ef the ffii�itufe, in tens. The pay qttanttt�,
The bid pfiee f-ef the asphalt ffii�E will inelude the eest ef the asphalt bindef (asphalt f:ubbef(ef
pelyffief), asphalt eeffient, gfeund fife f:ubbef, anli gent, blending and handling) and the
ASPHALT CONCRETE FRICTION COURSES 337-9
3144
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs-Runway 9 Safety Area-Remove and Install EMAS
Prepare a Gei4ifieafiaa of Quantities, using the FDOT-'s etir-r-eflt appr-aved far-fn, for-the eei4ified
asphalt eaner-ete ffietion eatir-se pay item. Submit this eei4ifiea ion to the Engineer-no later-than
Twelve 0'elaek neon N4aada-y af4er-the estifnate eti4 ag or-as dir-eeted by the Engineer-, based an
Gei4ifieafiaa and the tons pr-odueed for-eaeh asphalt pay itefiR.,
BASIS F D ArvCENT
X37 12.1 General! Pr-iee and pa-yfneat will be fall eampeasation for- all the waAE speeified tinder-
qua4y of the fnater-ial, a pay adjustment-411 be applied to the bid pr-iee of the fnater-ial as
deter-mined an a LOT by LOT The pay adjustmeat will be assessed by ealetilating a Pay
Faetar-for-individual qua4y ehar-aeter-isties. The pay adjustmeat will be eampt4ed by multiplying a-
Composite Pay Faetar-for-the LOT by the bid pr4ee per-ton. Per-far-fn all ealetila4iaas with the
FDOT- Asphalt 1t Plant Eter eel
337 12.3zFC c. N4eet ther-equir-ements f 3 3 4 9 with the f6lie.,ing o
Pay Table f-ef Dense Gfaded Nfi�Etufes in the Depaftfflent's Asphalt Plant Pay
ASPHALT CONCRETE FRICTION COURSES 337-10
3145
Jacobs Key West International Airport 1/23
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Emergency Repairs-Runway 9 Safety Area-Remove and Install EMAS
Table 337-3
SpecifTeatie z G 5
Passing 3/9 ineh sieve 0i4
Rem No. 337 1 Aspr1'ialtie Goner-@t2-Swfa er-ton.
ASPHALT CONCRETE FRICTION COURSES 337-11
3146
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Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
INTENTIONALLY LEFT BLANK
ASPHALT CONCRETE FRICTION COURSES 337-12
3147
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Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
ITEM P-602
BITUMINOUS PRIME COAT
DESCRIPTION
602-1.1 This item shall consist of an application of bituminous material on the prepared base course in
accordance with these specifications and in reasonably close conformity to the lines shown on the plans.
MATERIALS
602-2.1 BITUMINOUS MATERIAL. The types, grades, controlling specifications, and application
temperatures for the bituminous materials are given in Table 1. The Resident Project Representative
(RPR) shall designate the specific material to be used.
Table 1 Bituminous Material
Type and Specification Application Temperatures'
Grade Deg.F Deg. C
Emulsified Asphalt
SS-1, SS-lh ASTM D 977 70-160 20-70
races n crrT 77 :79 160 M :7e
4-
rcc ,,rcc n crrr 97- 20 :7e
n SrrT rr 228--70
RC= 30 ASTA4 D 2029 80-+ 30-+
RC= A) ASTA4 D 2029 i2() -50--4=
ASTA4 D 2029 165 7-5-+
' The maximum temperature for cutback asphalt shall be that at which fogging
occurs.
CONSTRUCTION METHODS
602-3.1 WEATHER LIMITATIONS. The prime coat shall be applied only when the existing surface is
dry or contains sufficient moisture to get uniform distribution of the bituminous material,when the
atmospheric temperature is above 60 °F (15 °C), and when the weather is not foggy or rainy. The
temperature requirements may be waived,but only when so directed by the RPR Engineer.
602-3.2 EQUIPMENT. The equipment used by the Contractor shall include a self-powered pressure
bituminous material distributor and equipment for heating bituminous material.
BITUMINOUS PRIME COAT P-602-1
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Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
The distributor shall be designed, equipped,maintained, and operated so that bituminous material at even
heat may be applied uniformly on variable widths of surface at the specified rate. The allowable variation
from the specified rate shall not exceed 10 percent. Distributor equipment shall include a tachometer,
pressure gauges, volume-measuring devices or a calibrated tank, and a thermometer for measuring
temperatures of tank contents. The distributor shall be self-powered and shall be equipped with a power
unit for the pump and full circulation spray bars adjustable laterally and vertically.
If the distributor is not equipped with an operable quick shut off valve,the prime operations shall be
started and stopped on building power. The Contractor shall remove blotting sand prior to asphalt
concrete lay down operations at no additional expense to the owner.
A power broom and/or blower shall be provided for any required cleaning of the surface to be treated.
602-3.3 APPLICATION OF BITUMINOUS MATERIAL. Immediately before applying the prime
coat, the full width of the surface to be primed shall be swept with a power broom to remove all loose dirt
and other objectionable material.
The bituminous material including solvent shall be uniformly applied with a bituminous distributor at the
rate of 0.25 to 0.50 gallons per square yard (1.20 to 2.40 liters per square meter) depending on the base
course surface texture. The type of bituminous material and application rate shall be approved by the
RPR Eaginee prior to application.
Following the application, the primed surface shall be allowed to dry not less than 48 hours without being
disturbed or for such additional time as may be necessary to permit the drying out of the prime coat until
it will not be picked up by traffic or equipment. This period shall be determined by the Engineer. The
surface shall then be maintained by the Contractor until the surfacing has been placed. Suitable
precautions shall be taken by the Contractor to protect the primed surface against damage during this
interval, including supplying and spreading any sand necessary to blot up excess bituminous material.
602-3.4 BITUMINOUS MATERIAL CONTRACTOR'S RESPONSIBILITY. Samples of the
bituminous materials that the Contractor proposes to use, together with a statement as to their source and
character, must be submitted and approved before use of such material begins. The Contractor shall
require the manufacturer or producer of the bituminous materials to furnish material subject to this and all
other pertinent requirements of the contract. Only satisfactory materials, so demonstrated by service tests,
shall be acceptable.
The Contractor shall furnish vendor's certified test reports for each carload, or equivalent, of bituminous
material shipped to the project. The test reports shall contain all the data required by the applicable
specification. If the Contractor applies the prime material prior to receipt of the tests reports,payment for
the material shall be withheld until they are received. If the material does not pass the specifications it
shall be replaced at the contractor's expense. The report shall be delivered to the Engineer before
permission is granted for use of the material. The furnishing of the vendor's certified test report for the
bituminous material shall not be interpreted as basis for final acceptance. All such test reports shall be
subject to verification by testing samples of materials received for use on the project.
602-3.5 FREIGHT AND WEIGH BILLS. Before the final estimate is allowed,the Contractor shall file
with the Engineer receipted bills when railroad shipments are made, and certified weigh bills when
materials are received in any other manner, of the bituminous materials actually used in the construction
covered by the contract. The Contractor shall not remove bituminous material from the tank car or storage
tank until the initial outage and temperature measurements have been taken by the Engineer, nor shall the
car or tank be released until the final outage has been taken by the Engineer.
Copies of freight bills and weigh bills shall be furnished to the Engineer during the progress of the work.
METHOD OF MEASUREMENI
BITUMINOUS PRIME COAT P-602-2
3149
Jacobs Key West International Airport 1/23
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Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
602 4.1 44io bituminetis mateFW for-prime eeat sha4l be measur-ed b�,the gallon . Volume sha4l be
r-e
BASIS OF D A YMEN602 5.1 Pa�,mefft sha4l be made at the eefftr-aa unit pr4ee per-gallon for-b4tt eeat. 44iis pFiee-
mateFWs, and for-a4l lab tools, and iaeidef4a4s aeeessaf�,to eemplete this item.
Pa�,mefft will be made uffder--.
14em P 60-2 15.1 Bituminous Prime Coat per-gallon
TESTING REQUIREMENTS
ASTM D 1250 Petroleum Measurement Tables
Asphalt Institute Asphalt Pocketbook of Useful Information (Temperature-Volume Corrections
Manual MS-6 Table for Emulsified Asphalts)
1V-3
MATERIAL REQUIREMENTS
ASTM D 977 Emulsified Asphalt
ASTM D 2028 Cutback Asphalt(Rapid Curing Type)
ASTM D 2397 Cationic Emulsified Asphalt
END OF ITEM P-602
BITUMINOUS PRIME COAT P-602-3
3150
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
INTENTIONALLY LEFT BLANK
BITUMINOUS PRIME COAT P-602-4
3151
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Emergency Repairs—Runway 9 Safety Area—Install EMAS
ITEM P-603
BITUMINOUS TACK COAT
DESCRIPTION
603-1.1 This item shall consist of preparing and treating a bituminous or concrete surface with
bituminous material in accordance with these specifications and in reasonably close conformity to the
lines shown on the plans.
MATERIALS
603-2.1 BITUMINOUS MATERIALS. The bituminous material shall be either cutback asphalt,
emulsified asphalt, or tar and shall conform to the requirements of Table 1. The type, grade, controlling
specification, and application temperature of bituminous material to be used shall be specified by the
Resident Project Representative (RPR) Eaginee .
Table 1 Bituminous Material
Type and Grade Specification Application Temperature
Deg.F Deg. C
Emulsified Asphalt
SS-1, SS-lh ASTM D 977 75-130 25-55
rcc , rcc ,i ncrrr rr :75 Pe 25-55
RG :70 n c rrT ry 1re0-160 50 :78
�-a-r
RT-GB c RTC43 6 n n currn NI c2 60 129 .15 59
CONSTRUCTION METHODS
603-3.1 WEATHER LIMITATIONS. The tack coat shall be applied only when the existing surface is
dry and the atmospheric temperature is above 60 °F (15 °C). The temperature requirements may be
waived, but only when so directed by the RPR€nginee .
603-3.2 EQUIPMENT. The Contractor shall provide equipment for heating and applying the bituminous
material.
The distributor shall be designed, equipped,maintained, and operated so that bituminous material at even
heat may be applied uniformly on variable widths of surface at the specified rate. The allowable variation
from the specified rate shall not exceed 10 percent. Distributor equipment shall include a tachometer,
pressure gauges, volume-measuring devices or a calibrated tank, and a thermometer for measuring
temperatures of tank contents. The distributor shall be self-powered and shall be equipped with a power
unit for the pump and full circulation spray bars adjustable laterally and vertically.
BITU MI NOUS TACK COAT P-603-1
3152
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Emergency Repairs—Runway 9 Safety Area—Install EMAS
If the distributor is not equipped with an operable quick shut off valve,the tack operations shall be started
and stopped on building paper. The Contractor shall remove blotting sand prior to asphalt concrete lay
down operations at no additional expense to the owner.
A power broom and/or blower shall be provided for any required cleaning of the surface to be treated.
603-3.3 APPLICATION OF BITUMINOUS MATERIAL. Immediately before applying the tack coat,
the full width of surface to be treated shall be swept with a power broom and/or air blast to remove all
loose dirt and other objectionable material.
Emulsified asphalt shall be diluted by the addition of water when directed by the RPR Eaginee and shall
be applied a sufficient time in advance of the paver to ensure that all water has evaporated before any of
the overlying mixture is placed on the tacked surface.
The bituminous material including vehicle or solvent shall be uniformly applied with a bituminous
distributor at the rate of 0.05 to 0.15 gallons per square yard (0.24 to 0.72 liters per square meter)
depending on the condition of the existing surface. The type of bituminous material and application rate
shall be approved by the RPR Eaginee prior to application.
Following the application, the surface shall be allowed to cure without being disturbed for such period of
time as may be necessary to permit drying out and setting of the tack coat. This period shall be
determined by the RPR Eaginee The surface shall then be maintained by the Contractor until the next
course has been placed. Suitable precautions shall be taken by the Contractor to protect the surface
against damage during this interval.
603-3.4 BITUMINOUS MATERIAL CONTRACTOR'S RESPONSIBILITY. Samples of the
bituminous material that the Contractor proposes to use, together with a statement as to its source and
character, must be submitted and approved before use of such material begins. The Contractor shall
require the manufacturer or producer of the bituminous material to furnish material subject to this and all
other pertinent requirements of the contract. Only satisfactory materials so demonstrated by service tests,
shall be acceptable.
The Contractor shall furnish the vendor's certified test reports for each carload, or equivalent, of
bituminous material shipped to the project. The tests reports shall contain all the data required by the
applicable specification. If the Contractor applies the material prior to receipt of the tests reports,payment
for the material shall be withheld until they are received. If the material does not pass the specifications it
shall be replaced at the contractor's expense. The report shall be delivered to the RPR Engineer before
permission is granted for use of the material. The furnishing of the vendor's certified test report for the
bituminous material shall not be interpreted as a basis for final acceptance. All such test reports shall be
subject to verification by testing samples of material received for use on the project.
603-3.5 FREIGHT AND WEIGH BILLS. Before the final estimate is allowed,the Contractor shall file
with the OAR Enginee receipted bills when railroad shipments are made, and certified weigh bills when
materials are received in any other manner, of the bituminous materials actually used in the construction
covered by the contract. The Contractor shall not remove bituminous material from the tank car or storage
tank until the initial outage and temperature measurements have been taken by the RPR Engineer, nor
shall the car or tank be released until the final outage has been taken by the RPR Enginee . Copies of
freight bills and weigh bills shall be furnished to the RPR Enginee during the progress of the work.
BITU MI NOUS TACK COAT P-603-2
3153
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Emergency Repairs-Runway 9 Safety Area-Install EMAS
>\a>~TunrA OF>\a> A c 1 ro>~>\a>~N 1
0
taf, and Table W 3 of 44io Aspha#lastittAe's Manual MS 6 for-emulsified aspha#. Water-added to
emulsified aspha#will net be meastir-ed for-pa�,meiftt.-.
BASIS OF D A YMENthose mateFWs, and for-all labor-, equipmefft,tools, and iaeidef4a4s aeeessaf�,to eemplete the T
item.
Pa�,mefft will be made ttffde+-.
MATERIAL REQUIREMENTS
ASTM D 633 Volume Correction Table for Road Tar
ASTM D 977 Emulsified Asphalt
ASTM D 1250 Petroleum Measurement Tables
ASTM D 2028 Cutback Asphalt(Rapid-Curing Type)
ASTM D 2397 Cationic Emulsified Asphalt
Asphalt Institute Manual Asphalt Pocketbook of Useful Information (Temperature-Volume
MS-6 Table IV-3 Corrections for Emulsified Asphalts)
END ITEM P-603
BITUMINOUS TACK COAT P-603-3
3154
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Emergency Repairs—Runway 9 Safety Area—Install EMAS
INTENTIONALLY LEFT BLANK
BITUMINOUS TACK COAT P-603-4
3155
Jacobs Key West International Airport 1/23
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Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
ITEM P-620
RUNWAY AND TAXIWAY PAINTING
DESCRIPTION
620-1.1 This item shall consist of the painting of numbers, markings, and stripes on the surface of
runways, taxiways, and aprons, in accordance with these specifications and at the locations shown on the
plans, or as directed by the Resident Project Representative (RPR) Eaginee
MATERIALS
620-2.1 MATERIALS ACCEPTANCE. The Contractor shall furnish manufacturer's certified test
reports for materials shipped to the project. The certified test reports shall include a statement that the
materials meet the specification requirements. The reports can be used for material acceptance or the
RPR Eaginee may perform verification testing. The reports shall not be interpreted as a basis for
payment. The Contractor shall notify the RPR Eaginee upon arrival of a shipment of materials to the
site.
620-2.2 PAINT. Paint shall be waterborne,in accordance with the requirements of paragraph 620-2.2a.
Paint shall be furnished in white,yellow and black in accordance with Federal Standard No. 595.
a. Waterborne.Paint shall meet the requirements of Federal Specification TT-P-1952E, Type 1.
€ellew
(a)White.2
(2) Epoxy Content. Geffipenefft A. The weigh+pef ep&�-eqttiva4efft,when tested in aeeefdanee
(3)Amine Number-. Geffipenefft B. When tested in aeeefdanee with ASTM D -2074 sha4l be
(felftfive fe dde), when tested in Eteeefdanee with Fedefa4 Test Methed Standafd NE).
RUNWAY AND TAXIWAY PAINTING P-620-1
3156
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Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
per-eef4(r-01 I i aasitim wiide),when tested in aeeerdanee with Fedef-a4 Test Methed StaadaM •
below:
-462 -470 -471 .501
-439 .455 3L-429 3L-452
14 i P/GErr naethe,a 20 13 Air--dF the sample 4 4 hetir-s tinder-staa a.,,-,a , rditi r-
hetir-s , rdeas to e"esttFe at 40 2r
abeN,e. EN tefereenfefmanee with the eeler- e re €ii
n.,,+ tin Appea&E n nao+t,e 24
eeler-s sh ii ben o-
test in aeeerdanee with AST-M D 969, Methed A, &Eeept that the inside diameter-of the meta4 guide t+tbe
sha4l be from 0.74 7 to 0.75 0 in (19.97 to 19.05 mm). F-4,e liters of tiattsed sand sha4l be used for-eaeh test
panel. The test sha4l be fttn en twe test panels. P�ete� five fitefs ef sand weighs 17.5 1b. (7.94 kg).1 Be
baked and weathefed paiii filffis sha4l fequife net less than 150 litefs ef sand fef the feffieva4 ef the pai
filiiis.
(10) Mar-dness, Sher-e. Hafdness sha4l be at least 90 when tested in aeeefdanee with ASTN4 D
-2-240.
(a)White.2
•
•
•
RUNWAY AND TAXIWAY PAINTING P-620-2
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Emergency Repairs-Runway 9 Safety Area-Remove and Install EMAS
(Felatii,e to 4de), when tested in aeeerdanee with Fedef-a4 Test Methed Standafd(a)White! 44io da�,Iigk dirvaiena4 reflee4anee of the white paif4 sha4l not be less than 75 per-eefit
per-eefft(Fel I i aasitim &Eide),when tested in aeeerdanee with Fedefa4 Test Methed Standafd •
below:
-462 -470 -471 .501
-439 .455 3L-429 3L-452
(b) Testing Conditions. Test in aeeerdanee with ASTN4 G 53 154 using both Uhr-a Vielet-�
hetir-s , rdeas to e"estife at 40 2r
(e) Evaluation. RemeN,e the samples and eenditien for--24 hetir-s under-standafd eenditions,
abeN,e. EN tefereenfefmanee with the eeler- e re €ii
o. + tin Appea&E n naethe,a 24
test in aeeefdanee with ASTN4 D 969, Methed A, e�Eeept tha+the inside diaffietef ef the ffieW guide tube
sha4l be fteffi 0.747 te 0.750 in (19.97 fe 19.05 ffiffi). Five fitefs ef unused sand shall be ttsed fef efteh test,
panel. The test sha4l be fttn en twe test panels. P�ete� 5 fitefs ef sand weighs 17.5 1b. (7.94 kg).! Be
baked and weathefed pa4fl filffis sha4l fequife net less than 150 litefs ef sand fef the feffieva4 ef the pa4
filiiis.
(8) Mar-dness, Sher-e. Hafdness sha4l be at least 90 when tested in aeeefdanee with ASTN4 D
-2-240.
Type ffl.
e. Preformed Ther-meplastie Airport Pavement Mar-kings. Mafkings ffittst be eeffipesed ef estef
,ubf r+,
0
F with
•
(2) Gr-aded Glass Beads.
> ,
RUNWAY AND TAXIWAY PAINTING P-620-3
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Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
0
Size Gr-adafian
Retined gassing%
US Mesh {M
44 4:799 9—210 99 4010�
44 4499 9— 3.510 96.5 100,0�
4-6 4499 2 2510 :75 99910
49 4999 29 6310 3:7?210�
28 859 7 63 210 29 3:
� °�
84 2-00 97 1000, tl�b
(3) Heating indiefiter-s. The top stwfaee of the mateFW (same side as the fae4efy applied stwfaee-
the mateFW has r-eaehed a meften state so satisfitaefy adhesion and proper-bead embedmef4 has beeft
aehieN,ed and a post applieatien N,istta4 ette that the insta4latien pr-eeedur-es haN,e been follow
(a)White:
zT---'i v.-, P &E .10 ASTN4 Il 476 t pe I1 sha l be 10 inircr.
•
•
(felftfive fe dde), when tested in aeeefdanee with Fedefa4 Test Methed Standafd
•
14 1 D/! E--- T A iT„+b.a 61 4 1
pefeefft(fel I i — -,sittffi &Eide),when tested in aeeefdanee with Fedefa4 Test Methed Standafd •
•
.4622 .479 .479 'fit
.439 5
(7) Skid Resistanee. The sufffiee, with pfepefly applied and effibedded sufffiee beads,ffitts
RUNWAY AND TAXIWAY PAINTING P-620-4
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Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
stniligk, water-, salt, or-a&er-se weather-eenditions and impei:�,ietis to aN,iatiea fitels, gasoline, and oil.
from or-pfem.,t„
ir-e aging.
Lines, legends, and s�,mbels intist be eapable of being affim�Eed to b"iniffetis and/or-Peft4and eeme
desir-ed design. 44io iadiN,idtia4 pieees in eaeh lafge inaf4Eiag segment (t�,piea4l�,more than-20 ft. long)
aeeessaf�,to assemble the iadiN,idtia4 pieees within a inar4iag segment. Obtaining intihieeler-ed off-ea b�,
620 2.3 REFLECT-IVE MEDIA. Glass beads shall ffleet the Fef Federal Spee�Oea&n.
T-T B 1325D-, Type L,grada&n A . Glass beads shall be ffeated ;';k'i*h All eenipatible eettpling agents
Glass
Glass
Paint Colo Beads,Typef Type A7
�• Beads, Beads,
White Se Table 1. Se Table 1. See Table 1.
Vellow Se Table 1. Se Table 1. See Table 1.
RUNWAY AND TAXIWAY PAINTING P-620-5
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Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
CONSTRUCTION METHODS
620-3.1 WEATHER LIMITATIONS. The painting shall be performed only when the surface is dry and
when the surface temperature is at least 45 °F (7 °C) and rising and the pavement surface temperature is at
least 5 °F (2.7 °C) above the dew point. Markings shall not be applied when the pavement temperature is
greater than 120 °F (49 °C).
620-3.2 EQUIPMENT. Equipment shall include the apparatus necessary to properly clean the existing
surface, a mechanical marking machine, a bead dispensing machine, and such auxiliary hand-painting
equipment as may be necessary to satisfactorily complete the job.
The mechanical marker shall be an atomizing spray-type or airless-type marking machine suitable for
application of traffic paint. It shall produce an even and uniform film thickness at the required coverage
and shall apply markings of uniform cross-sections and clear-cut edges without running or spattering and
without over spray.
620-3.3 PREPARATION OF SURFACE. Immediately before application of the paint,the surface shall
be dry and free from dirt, grease, oil, laitance, or other foreign material that would reduce the bond
between the paint and the pavement. The area to be painted shall be cleaned by sweeping and blowing
or by other methods as required to remove all dirt, laitance, and loose materials without damage to the
pavement surface. Use of any chemicals or impact abrasives during surface preparation shall be approved
in advance by the RPR Eaginee .
620-3.4 LAYOUT OF MARKINGS. The proposed markings shall be laid out in advance of the paint
application. The locations of markings to receive glass beads shall be shown on the plans.
620-3.5 APPLICATION.Paint shall be applied at the locations and to the dimensions and spacing
shown on the plans. Paint shall not be applied until the layout and condition of the surface has been
approved by the RPR Engineer. The edges of the markings shall not vary from a straight line more than
1/2 in(12 mm)in 50 ft(15 m) and marking dimensions and spacings shall be within the following
tolerances:
Dimension and Spacing Tolerance
36 in(910 mm)or less f 1/2 in(12 mm)
greater than 36 in to 6 ft(910 mm to 1.85 m) f 1 in(25 mm)
greater than 6 ft to 60 ft(1.85 in to 18.3 m) f 2 in(51 mm)
greater than 60 ft(18.3 m) f 3 in(76 mm)
RUNWAY AND TAXIWAY PAINTING P-620-6
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Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
Table 1 Application Rates For Paint And Glass Beads
(See Note regarding Red and Pink Paint) Class
������
!'slam Beads,Type T, Beads, F lass Beads,
Paint �t
Sq ft per Gr-adatian
Type A
Paint Type gallon,ft2/gal. paint ,h ,�, a, paint lh ,�, a, paint lh ,�, a,
lit ms per (Km p liter- paintopaint (Km p liter-of (Km p liter-of paintliter,m�/1) ) pa )
k94
Waterborne �
11Sft'/gaLmax �lr�r 'n' lr
(2.8 m2/l) (04549110
Note: The glass bead application rate for Red and Pink paint shall be reduced by 2 lb./gal. (0.24 kg/1)for Type I
and Type IV beads. Type III beads shall not be applied to Red or Pink paint.
Glass beads sha4l be disti4bt4ed upen the maf4ied aFeas at the leeations shown en the plans to Feeeii,e glass
beads immediate!�,after-applieatien of the paif4. A dispenser-shall be ftimished that is pr-eper4�,designed
for-attaehmefft to the maf4iiag maehiae and suitable for-dispensing glass beads. Glass beads sha4l be
applied at the Fae shown in Table 1. Glass beads sha4l net be applied to blaek paif4. Glass beads sha4l
All emptied containers shall be returned to the paint storage area for checking by the RPR . The
containers shall not be removed from the airport or destroyed until authorized by the RPR Eagillee
620 3.6 APPLICATION IC A TION PREFORMED AIRPORT T PAVEMENT MARKINGS.
DTITNGS
bend in the ffiafking/sttbstfffte iffteffaee, the fflatefia4s ffittst be applied ttsing a vafiable speed self
pfepelled ffiebile heatef with an eff-eetive heating width ef ne less than 16 ft(4.9 9 ffi) and a ffee Span
between suppeffing wheels ef ne less than 19 ft(5.4 9 ffi). The heatef ffittst efflit theffiW fadiatien fe the
0 0
620-3.7 PROTECTION AND CLEANUP.After application of the markings, all markings shall be
protected from damage until dry. All surfaces shall be protected from excess moisture and/or rain and
from disfiguration by spatter, splashes, spillage, or drippings. The Contractor shall remove from the work
area all debris, waste, loose or unadhered reflective media, and by-products generated by the surface
preparation and application operations to the satisfaction of the RPR Enginee . The Contractor shall
dispose of these wastes in strict compliance with all applicable state, local, and Federal environmental
statutes and regulations.
RUNWAY AND TAXIWAY PAINTING P-620-7
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Emergency Repairs-Runway 9 Safety Area-Remove and Install EMAS
METHOD OF MEASUREMEN1
620 4.1 44io quaf4it�,of ndawa�, and twiiwa�,maf4iiags to be paid for-shall be the number- of squar-e feet
of r-efleetive and non r-efleetive pavement mar-kings and the number- of pounds (1km) of r-effleetive-
medial [the number- of squar-e feet (squar-e meter-s) of preformed mar-1kingsl [one eemplete item in
620 4.2 The quantity of r-etr-o r-efleetive mar-lker-s shall be paid for-eaeh mar-lker-installed in plaee
and aeeepted by the RPR-.
unSm OFnnY a>~N620 5.1 Pa�,mefft sha4l be made at the r-espee4iN,e eef4ffie4 priee per- squar-e feet for-r-efleetive and nefl
stim prieel [pr-iee per- sqtlar-e feet (squar-e meter-fl [Itimp stim prieel for-preformed mar-1kingsl fe
,
tools, and iaeidef4a4s aeeessafy,to eempiet€the item.
equipment,620 5.2 Payment shall be made at the r-espeetive eentr-aet priee per-eaeh r-etr-o r-efleetive mar-1ke-r-
installed. This priee shall be fidil eempensation for-fidr-nishing all materials and for- all labor-,
tools,
and ineidentals neeessar-y to eemplete the item.
Pa�,mefft will be made ttffder--.
1+e D 620 5.1 11
�-z
r+,,.., n 620 5.1 2
Sim}
TESTING REQUIREMENTS
ASTM C 136 Sieve Analysis of Fine and Coarse Aggregates
ASTM C 146 Chemical Analysis of Glass Sand
ASTM C 371 Wire-Cloth Sieve Analysis of Nonplastic Ceramic Powders
ASTM D 92 Test Method for Flash and Fire Points by Cleveland Open Cup
ASTM D 711 No-Pick-Up Time of Traffic Paint
ASTM D 968 Standard Test Methods for Abrasion Resistance of Organic Coatings
by Falling Abrasive
RUNWAY AND TAXIWAY PAINTING P-620-8
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Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
ASTM D 1213-54 (1975) Test Method for Crushing Resistance of Glass Spheres
ASTM D 1652 Test Method for Epoxy Content of Epoxy Resins
ASTM D 2074 Test Method for Total Primary, Secondary, and Tertiary Amine Values
of Fatty Amines by Alternative Indicator Method
ASTM D 2240 Test Method for Rubber Products-Durometer Hardness
ASTM G 15453 Operating Light and Water-Exposure Apparatus (Fluorescent Light
Apparatus UV-Condensation Type) for Exposure of Nonmetallic
Materials.
Federal Test Method Paint,Varnish, Lacquer and Related Materials; Methods of Inspection,
Standard No. 141D/GEN Sampling and Testing
MATERIAL REQUIREMENTS
ASTM D 476 Specifications for Dry Pigmentary Titanium Dioxide Pigments
Products
Code of Federal Regulations 40 CFR Part 60,Appendix A—Definition of Traverse Point Number
and Location
Code of Federal Regulations 29 CFR Part 1910.1200 —Hazard Communications
FED SPEC TT-B-1325D Beads (Glass Spheres) Retroreflective
AASHTO M 247 Glass Beads Used in Traffic Paints
FED SPEC TT-P-1952E Paint, Traffic and Airfield Marking, Waterborne
Commercial Item Description Paint, Traffic, Solvent Based
(CID)A-A-288613
FED STD 595 Colors used in Government Procurement
END OF ITEM P-620
RUNWAY AND TAXIWAY PAINTING P-620-9
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Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
INTENTIONALLY LEFT BLANK
RUNWAY AND TAXIWAY PAINTING P-620-10
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ADDITIONAL FEDERAL/FEMA/FDEM CONTRACT REQUIREMENTS - As applicable,
the following terms modify and/or are hereby added to the contract as follows:
A) Davis-Bacon Act, as amended (40 U.S.C. §§3141-3148). When required by Federal
program legislation, which includes emergency Management Preparedness Grant Program,
Homeland Security Grant Program, Nonprofit Security Grant Program, Tribal Homeland Security
Grant Program, Port Security Grant Program and Transit Security Grant Program, all prime
construction contracts in excess of$2,000 awarded by non-Federal entities must comply with the
Davis-Bacon Act(40 U.S.C. §§3141-3144, and §§3146-3148) as supplemented by Department of
Labor regulations (29 CFR Part 5, "Labor Standards Provisions Applicable to Contracts Covering
Federally Financed and Assisted Construction"). In accordance with the statute, contractors must
be required to pay wages to laborers and mechanics at a rate not less than the prevailing wages
specified in a wage determination made by the Secretary of Labor. In addition, contractors must
be required to pay wages not less than once a week. If applicable, the COUNTY must place a
current prevailing wage determination issued by the Department of Labor in each solicitation. The
decision to award a contract or subcontract must be conditioned upon the acceptance of the wage
determination. The COUNTY must report all suspected or reported violations to the Federal
awarding agency. When required by Federal program legislation, which includes emergency
Management Preparedness Grant Program,Homeland Security Grant Program,Nonprofit Security
Grant Program, Tribal Homeland Security Grant Program, Port Security Grant Program and
Transit Security Grant Program(it does not apply to other FEMA grant and cooperative agreement
programs, including the Public Assistance Program), the contractors must also comply with the
Copeland "Anti-Kickback" Act (40 U.S.C. § 3145), as supplemented by Department of Labor
regulations (29 CFR Part 3, "Contractors and Subcontractors on Public Building or Public Work
Financed in Whole or in Part by Loans or Grants from the United States"). As required by the Act,
each contractor or subrecipient is prohibited from inducing, by any means, any person employed
in the construction, completion, or repair of public work, to give up any part of the compensation
to which he or she is otherwise entitled. The COUNTY must report all suspected or reported
violations to the Federal awarding agency.
(1) Contractor. The contractor shall comply with 18 U.S.C. § 874, 40 U.S.C. § 3145, and
the requirements of 29 C.F.R. pt. 3 as may be applicable, which are incorporated by
reference into this contract.
(2) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the
clause above and such other clauses as the FEMA may by appropriate instructions
require, and also a clause requiring the subcontractors to include these clauses in any
lower tier subcontracts. The prime contractor shall be responsible for the compliance
by any subcontractor or lower tier subcontractor with all of these contract clauses.
(3) Breach. A breach of the contract clauses above may be grounds for termination of
the contract, and for debarment as a contractor and subcontractor as provided in 29
C.F.R. § 5.12.
B) Contract Work Hours and Safety Standards Act (40 U.S.C. 3701-3708). Where
applicable, which includes all FEMA grant and cooperative agreement programs, all contracts
3166
awarded by the COUNTY in excess of$100,000 that involve the employment of mechanics or
laborers must comply with 40 U.S.C.§§ 3702 and 3704, as supplemented by Department of
Labor regulations (29 CFR Part 5). Under 40 U.S.C. §3702 of the Act, each contractor must
compute the wages of every mechanic and laborer on the basis of a standard work week of 40
hours. Work in excess of the standard work week is permissible provided that the worker is
compensated at a rate of not less than one and a half times the basic rate of pay for all hours
worked in excess of 40 hours in the work week. The requirements of 40 U.S.C. 3704 are
applicable to construction work and provide that no laborer or mechanic must be required to
work in surroundings or under working conditions which are unsanitary, hazardous or
dangerous. These requirements do not apply to the purchases of supplies or materials or articles
ordinarily available on the open market, or contracts for transportation or transmission of
intelligence.
C) Clean Air Act(42 U.S.C. 7401-7671q.) and the Federal Water Pollution Control Act
(33 U.S.C. 1251-1387). Contractor agrees to comply with all applicable standards, orders or
regulations issued pursuant to the Clean Air Act (42 U.S.C. §§7401-7671q) and the Federal
Water Pollution Control Act as amended (33 U.S.C. §§1251-1387) and will report violations
to FEMA and the Regional Office of the Environmental Protection Agency (EPA). The Clean
Air Act(42 U.S.C. 7401-7671q.)and the Federal Water Pollution Control Act(33 U.S.C. 1251-
1387), as amended—applies to Contracts and subgrants of amounts in excess of$150,000.
D)Americans with Disabilities Act of 1990, as amended(ADA)—The CONTRACTOR
will comply with all the requirements as imposed by the ADA, the regulations of the Federal
government issued thereunder, and the assurance by the CONTRACTOR pursuant thereto.
E) Compliance With Procurement Of Recovered Materials As Set Forth In 2 CFR §
200.323. - Contractor must comply with section 6002 of the Solid Waste Disposal Act, as
amended, by the Resource Conservation and Recovery Act. The requirements of Section 6002
include procuring only items designated in guidelines of the Environmental Protection Agency
(EPA) at 40 C.F.R part 247 that contain the highest percentage of recovered materials practicable,
consistent with maintaining a satisfactory level of competition, where the purchase price of the
item exceeds $10,000 or the value of the quantity acquired during the preceding fiscal year
exceeded $10,000; procuring solid waste management services in a manner that maximizes energy
and resource recovery; and establishing an affirmative procurement program for procurement of
recovered materials identified in the EPA guidelines. In the performance of this contract, the
Contractor shall make maximum use of products containing recovered materials that are EPA-
designated items unless the product cannot be acquired
1. Competitively within a timeframe providing for compliance with the contract
performance schedule;
2. Meeting contract performance requirements; or
3. At a reasonable price.
3167
Information about this requirement, along with the list of EPA-designated items, is available at
EPA's Comprehensive Procurement Guidelines web site,
https://www.epa.gov/smm/comprehensiveprocurement-guideline-cpg-program.
The Contractor also agrees to comply with all other applicable requirements of Section 6002 of
the Solid Waste Disposal Act.
F) Prohibition On Certain Telecommunications And Video Surveillance Services Or
Equipment As Set Forth In 2 CFR § 200.216. Recipients and subrecipients and their contractors
and subcontractors may not obligate or expend any federal funds to (1)Procure or obtain;
(2) Extend or renew a contract to procure or obtain; or(3)Enter into a contract(or extend or renew
a contract) to procure or obtain equipment, services, or systems that uses covered
telecommunications equipment or services as a substantial or essential component of any system,
or as critical technology as part of any system. As described in Public Law 115-232, section 889,
covered telecommunications equipment is telecommunications equipment produced by Huawei
Technologies Company or ZTE Corporation (or any subsidiary or affiliate of such entities).
(i) For the purpose of public safety, security of government facilities, physical security
surveillance of critical infrastructure, and other national security purposes, video surveillance and
telecommunications equipment produced by Hytera Communications Corporation, Hangzhou
Hikvision Digital Technology Company, or Dahua Technology Company (or any subsidiary or
affiliate of such entities).
(ii) Telecommunications or video surveillance services provided by such entities or using
such equipment.
(iii) Telecommunications or video surveillance equipment or services produced or
provided by an entity that the Secretary of Defense, in consultation with the Director of the
National Intelligence or the Director of the Federal Bureau of Investigation, reasonably believes
to be an entity owned or controlled by, or otherwise connected to, the government of a covered
foreign country.
G) Domestic Preference For Procurements As Set Forth In 2 CFR §200.322 - The County
and Contractor should, to the great extent practicable, provide a preference for the purchase,
acquisition, or use of goods, products, or materials produced in the United States (including but
not limited to iron, aluminum, steel, cement, and other manufactured products). These
requirements of this section must be included in all subawards including contracts and purchase
orders for work or products under federal award. For purposes of this section:
(1) "Produced in the United States" means, for iron and steel products, that all
manufacturing processes, from the initial melting stage through the application of coatings,
occurred in the United States.
(2) "Manufactured products" means items and construction materials composed in whole
or in part of non-ferrous metals such as aluminum; plastics and polymer-based products such as
polyvinyl chloride pipe; aggregates such as concrete; glass, including optical fiber; and lumber.
3168
H) Disadvantaged Business Enterprises (DBE) Policy And Obligation - It is the policy of
the County that DBE's, as defined in 49 C.F.R. Part 26, as amended, shall have the opportunity to
participate in the performance of contracts financed in whole or in part with County funds under
this Agreement. The DBE requirements of applicable federal and state laws and regulations apply
to this Agreement. The County and its Contractor agree to ensure that DBE's have the opportunity
to participate in the performance of this Agreement. In this regard, all recipients and contractors
shall take all necessary and reasonable steps in accordance with 2 C.F.R. § 200.321(as set forth in
detail below), applicable federal and state laws and regulations to ensure that the DBE's have the
opportunity to compete for and perform contracts. The County and the Contractor and
subcontractors shall not discriminate on the basis of race, color, national origin or sex in the award
and performance of contracts, entered pursuant to this Agreement.
2 C.F.R. § 200.321 CONTRACTING WITH SMALL AND MINORITY BUSINESSES,
WOMEN'S BUSINESS ENTERPRISES, AND LABOR SURPLUS AREA FIRMS
a. If the Contractor,with the funds authorized by this Agreement, seeks to subcontract
goods or services, then, in accordance with 2 C.F.R. §200.321, the Contractor shall take the
following affirmative steps to assure that minority businesses, women's business enterprises, and
labor surplus area firms are used whenever possible.
b. Affirmative steps must include:
(1) Placing qualified small and minority businesses and women's business enterprises on
solicitation lists;
(2) Assuring that small and minority businesses, and women's business enterprises are solicited
whenever they are potential sources;
(3) Dividing total requirements, when economically feasible, into smaller tasks or quantities to
permit maximum participation by small and minority businesses, and women's business
enterprises;
(4) Establishing delivery schedules,where the requirement permits,which encourage participation
by small and minority businesses, and women's business enterprises;
(5) Using the services and assistance, as appropriate, of such organizations as the Small Business
Administration and the Minority Business Development Agency of the Department of
Commerce.
(6) Requiring the Prime contractor,if subcontractor are to be let,to take the affirmative steps listed
in paragraph(1)through(5) of this section.
I) Energy Efficiency - Contractor will comply with the Energy Policy and Conservation
Act(P.L. 94-163; 42 U.S.C. 6201-6422) and with all mandatory standards and policies relating to
energy efficiency and the provisions of the state Energy Conservation Plan adopted pursuant
thereto.
3169
J) Access To Records - Contractor and their successors, transferees, assignees, and
subcontractors acknowledge and agree to comply with applicable provisions governing the
Department of Homeland Security (DHS) and the Federal Emergency Management Agency's
(FEMA) access to records, accounts, documents, information, facilities, and staff. Contractor
must;
1. Cooperate with any compliance review or complaint investigation conducted by DHS
2. Give DHS access to and the right to examine and copy records, accounts, and
other documents and sources of information related to the grant and permit
access to facilities, personnel, and other individuals and information as may be necessary,
as required by DHS regulations and other applicable laws or program guidance.
3. Submit timely, complete, and accurate reports to the appropriate DHS officials and
maintain appropriate backup documentation to support the reports.
K) DHS Seal, Logo And Flags - Contractor shall not use the Department of Homeland
Security seal(s), logos, crests, or reproduction of flags or likeness of DHS agency officials without
specific FEMA approval.
L) Changes To Contract - Contractor understands and agrees that any cost resulting from
a change or modification, change order, or constructive change of the agreement must be within
the scope of any Federal grant or cooperative agreement that may fund this Project and be
reasonable for the completion of the Project. Any contract change or modification, change order
or constructive change must be approved in writing by both the County and Contractor.
M) Compliance With Federal Law, Regulations, And Executive Orders - This is an
acknowledgement that FEMA financial assistance may be used to fund all or a portion of the
contract. The contractor will comply will all applicable Federal Law,regulations, executive orders,
FEMA policies, procedures, and directives.
N)No Obligation By Federal Government- The Federal Government is not a party to this
contract and is not subject to any obligations or liabilities to the County /non-Federal entity,
contractor, or any other party pertaining to any matter resulting from the contract.
O) Program Fraud And False Or Fraudulent Statements Or Related Acts - If applicable,
the contractor acknowledges that 31 U.S.C. Chap. 38 (Administrative Remedies for False Claims
and Statements) applies to the contractor's actions pertaining to this contract.
P) Binding Terms And Conditions - The Contractor is bound by the terms and conditions
of the Federally-Funded Subaward and Grant Agreement between County and the Florida Division
of Emergency Management (Division) found on the Monroe County web page through the
following link: http://www.monroecouM-fl.gov/DocumentCenter/View/22883/DEM-
Agreement
3170
Q) Hold Harmless - The Contractor shall hold the Division and County harmless against
all claims of whatever nature arising out of the Contractor's performance of work under this
Agreement, to the extent allowed and required by law.
3171
"General Decision Number: FL20230147 01/06/2023
Superseded General Decision Number: FL20220147
State: Florida
Construction Type: Highway
County: Monroe County in Florida.
HIGHWAY CONSTRUCTION PROJECTS
Note: Contracts subject to the Davis-Bacon Act are generally
required to pay at least the applicable minimum wage rate
required under Executive Order 14026 or Executive Order 13658.
Please note that these Executive Orders apply to covered
contracts entered into by the federal government that are
subject to the Davis-Bacon Act itself, but do not apply to
contracts subject only to the Davis-Bacon Related Acts,
including those set forth at 29 CFR 5.1(a)(2)-(60).
JIf the contract is entered Executive Order 14026
linto on or after January 30, generally applies to the
12022, or the contract is contract.
irenewed or extended (e.g., an The contractor must pay
loption is exercised) on or all covered workers at
after January 30, 2022: least $16.20 per hour (or
the applicable wage rate
listed on this wage
determination, if it is
higher) for all hours
spent performing on the
contract in 2023.
JIf the contract was awarded onl . Executive Order 13658
for between January 1, 2015 andl generally applies to the
January 29, 2022, and the contract.
contract is not renewed or The contractor must pay alli
lextended on or after January covered workers at least 1
130, 2022: 1 $12.15 per hour (or the
applicable wage rate listed)
on this wage determination, 1
if it is higher) for all
hours spent performing on
that contract in 2023. 1
1 1 1
The applicable Executive Order minimum wage rate will be
adjusted annually. If this contract is covered by one of the
Executive Orders and a classification considered necessary for
performance of work on the contract does not appear on this
wage determination, the contractor must still submit a
conformance request.
Additional information on contractor requirements and worker
protections under the Executive Orders is available at
http://www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 01/06/2023
ELEC0349-002 09/01/2021
3172
Rates Fringes
ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 37.61 11.72
----------------------------------------------------------------
SUFL2013-008 08/19/2013
Rates Fringes
CARPENTER, Includes Form Work. . . .$ 11.95 ** 1.44
CEMENT MASON/CONCRETE FINISHER. . .$ 13.65 ** 0.00
HIGHWAY/PARKING LOT STRIPING:
Operator (Striping Machine). . . . .$ 12.70 ** 0.00
HIGHWAY/PARKING LOT STRIPING:
Operator (Spray Nozzleman). . . . . . .$ 13.08 ** 0.00
INSTALLER - GUARDRAIL. . . . . . . . . . . .$ 14.44 ** 0.00
IRONWORKER, REINFORCING. . . . . . . . . .$ 13.85 ** 0.00
LABORER (Traffic Control
Specialist). . . . . . . . . . . . . . . . . . . . . .$ 12.17 ** 1.71
LABORER: Asphalt, Includes
Raker, Shoveler, Spreader and
Distributor. . . . . . . . . . . . . . . . . . . . . .$ 13.60 ** 0.00
LABORER: Common or General. . . . . .$ 11.96 ** 2.90
LABORER: Flagger. . . . . . . . . . . . . . . .$ 9.87 ** 0.00
LABORER: Grade Checker. . . . . . . . . .$ 11.45 ** 0.00
LABORER: Landscape &
Irrigation. . . . . . . . . . . . . . . . . . . . . . .$ 11.16 ** 0.00
LABORER: Pipelayer. . . . . . . . . . . . . .$ 12.68 ** 0.00
OPERATOR:
Backhoe/Excavator/Trackhoe. . . . . . .$ 17.20 0.00
OPERATOR: Bobcat/Skid
Steer/Skid Loader. . . . . . . . . . . . . . . .$ 11.60 ** 0.00
OPERATOR: Broom/Sweeper. . . . . . . . .$ 10.89 ** 0.00
OPERATOR: Bulldozer. . . . . . . . . . . . .$ 13.90 ** 0.00
OPERATOR: Crane. . . . . . . . . . . . . . . . .$ 17.83 0.00
OPERATOR: Forklift. . . . . . . . . . . . . .$ 11.03 ** 0.00
OPERATOR: Grader/Blade. . . . . . . . . .$ 16.08 ** 0.00
OPERATOR: Loader. . . . . . . . . . . . . . . .$ 16.59 0.00
OPERATOR: Mechanic. . . . . . . . . . . . . .$ 13.55 ** 0.00
OPERATOR: Milling Machine. . . . . . .$ 13.23 ** 0.00
OPERATOR: Oiler. . . . . . . . . . . . . . . . .$ 12.61 ** 0.00
3173
OPERATOR: Paver (Asphalt,
Aggregate, and Concrete). . . . . . . . .$ 18.17 0.00
OPERATOR: Roller. . . . . . . . . . . . . . . .$ 13.28 ** 2.39
OPERATOR: Screed. . . . . . . . . . . . . . . .$ 15.79 ** 0.00
OPERATOR: Trencher. . . . . . . . . . . . . .$ 16.00 ** 0.00
TRAFFIC SIGNALIZATION:
Traffic Signal Installation. . . . . .$ 19.03 0.00
TRUCK DRIVER: Dump Truck. . . . . . . .$ 12.66 ** 0.00
TRUCK DRIVER: Lowboy Truck. . . . . .$ 14.94 ** 0.00
TRUCK DRIVER: Water Truck. . . . . . .$ 13.05 ** 0.00
----------------------------------------------------------------
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
----------------------------------------------------------------
----------------------------------------------------------------
** Workers in this classification may be entitled to a higher
minimum wage under Executive Order 14026 ($16.20) or 13658
($12.15). Please see the Note at the top of the wage
determination for more information.
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave
for Federal Contractors applies to all contracts subject to the
Davis-Bacon Act for which the contract is awarded (and any
solicitation was issued) on or after January 1, 2017. If this
contract is covered by the EO, the contractor must provide
employees with 1 hour of paid sick leave for every 30 hours
they work, up to 56 hours of paid sick leave each year.
Employees must be permitted to use paid sick leave for their
own illness, injury or other health-related needs, including
preventive care; to assist a family member (or person who is
like family to the employee) who is ill, injured, or has other
health-related needs, including preventive care; or for reasons
resulting from, or to assist a family member (or person who is
like family to the employee) who is a victim of, domestic
violence, sexual assault, or stalking. Additional information
on contractor requirements and worker protections under the EO
is available at
https://www.dol.gov/agencies/whd/government-contracts.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii)).
----------------------------------------------------------------
The body of each wage determination lists the classification
and wage rates that have been found to be prevailing for the
cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical
order of ""identifiers"" that indicate whether the particular
rate is a union rate (current union negotiated rate for local),
a survey rate (weighted average rate) or a union average rate
(weighted union average rate).
3174
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed
in dotted lines beginning with characters other than ""SU"" or
""UAVG"" denotes that the union classification and rate were
prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of
the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198
indicates the local union number or district council number
where applicable, i.e., Plumbers Local 0198. The next number,
005 in the example, is an internal number used in processing
the wage determination. 07/01/2014 is the effective date of the
most current negotiated rate, which in this example is July 1,
2014.
Union prevailing wage rates are updated to reflect all rate
changes in the collective bargaining agreement (CBA) governing
this classification and rate.
Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that
no one rate prevailed for this classification in the survey and
the published rate is derived by computing a weighted average
rate based on all the rates reported in the survey for that
classification. As this weighted average rate includes all
rates reported in the survey, it may include both union and
non-union rates. Example: SULA2012-007 5/13/2014. SU indicates
the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates
the State of Louisiana. 2012 is the year of survey on which
these classifications and rates are based. The next number, 007
in the example, is an internal number used in producing the
wage determination. 5/13/2014 indicates the survey completion
date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a
new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate
that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the
classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The next number, 0010 in
the example, is an internal number used in producing the wage
determination. 08/29/2014 indicates the survey completion date
for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of
each year, to reflect a weighted average of the current
negotiated/CBA rate of the union locals from which the rate is
based.
----------------------------------------------------------------
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
3175
be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
National Office because National Office has responsibility for
the Davis-Bacon survey program. If the response from this
initial contact is not satisfactory, then the process described
in 2.) and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
----------------------------------------------------------------
END OF GENERAL DECISIO"
3176
PRICE QUOTATION
Attention:Chris Bowker DATE: 3/23/23
Jacobs
200 W.Forsyth Street,Suite 1520
Jacksonville,FL 32202
ITEMIZED QUANTITIES
Location: 3491 S Roosevelt Blvd,Key West FL 33040 1
Scope: EMAS Removal/Replacement-Phase 2
Item Description Quantity Units Cost per Unit Line Item Cost Notes
PHASE 2:
1 Mobilizations 1.0 LS $ 100,000.00 $ 100,000.00
2 La down Setup 1.0 LS $ 10,000.00 $ 10,000.00
3 Surveying 1.0 LS $ 30,000.00 $ 30,000.00
4 1 Runway Safety/Light Towers 1.0 LS $ 77,918.00 $ 77,918.00
5 Demolish/Dispose EMAS System+Asphalt Paving 3,750.0 SY $ 126.00 $ 472,500.00
6 Rework Existing Limerock Base 3,750.0 SY $ 30.83 $ 115,612.50
Subtotal $ 806,030.50
7 Performance/Payment Bonds($20.00/Thousand) 1.0 LS $ $ 16,120.61
8 Mobilization/Demobilization 1.0 LS $ $
9 General Conditions(project management,etc.) 1.0 LS $ $
Notes: 60 NIGHTS QUOTED AS PER PLANS DATED 1125123
Exclusions: Runway closure si na e,permits,design,permit fees,EMAS material.
Prepared by: '&.1. zm';"
Estimator
Charley Toppino&Sons,Inc.
Sheet 1 of 1
Date: 3/23/23
3177
MONROE COUNTY/ENGpm C I I?RoAgLMAGLAGEmENT
CON'RACf CHANGE ORDER
PROJECT TITLE: Commercial Apron Expansion and Mitigation CHANGE ORDER NO: 3
INITIATION DATE: 3/5/2023
TO CONTRACTOR: Charley Toppino& Sons CONTRACT DATE: 10/11/22
The Contract is changed as follows:
The original Contract Sum ...................................................................w,.,......,.,,,,.,,$17,166,179.68
Net change by previously authorized Change Order .....................................................$1,325,062.11
The Contract Sum prior to this Change order was............... ......... ......... .$18,491,241.79
The Contract Sum is (increased) by this Change Order 3 $ 741,713.40
The Revised 1 Contract Sum including this Change Order . ....... ...,,, $19,232,955.19
The Engineered Material Arresting System (EMAS) located in the Runway 9 Safety Area at Key West International Airport
was damaged beyond repair due to Hurricane Ian. Due to the importance that this safety system provides to aircraft
landing and departing on the runway it was imperative that this system be replaced as an emergency response.
During the October 19, 2022, the BOCC gave approval to waive purchasing procedures to issue a purchase order to
procure the EMAS material for the replacement of the damaged system. The removal and replacement of this system will
be done in a phased approach. This phased approach is required to maintain a level of safety at the airport while
accommodating the manufacturing and delivery schedule of the EMAS material.
Under the first phase, the initial 14 rows of the EMAS block were removed and replaced to take advantage of the early
partial delivery schedule from the manufacturer and to maintain safety.
Under second phase the remaining damaged EMAS was removed and the remaining site and pavement was improved for
the future delivery of the EMAS material from the manufacturer.
This change order number three includes the installation of the delivered EMAS material for the remaining 70 rows of the
system and the application of the final pavement markings in accordance with the attached Phase 3 drawings, technical
specifications, and the incorporation of additional Federal/FEMA/FDEM Contract Requirements.
The total cost to complete the work as noted within this change order is an increase of$741,713.40. See attached price
quotation from Charley Toppino&Sons, Inc.
Net change to contract Change Order 3:$741,713.40
The project commencement was March 5, 2023
This Change Order 3 increases contract time by 45 calendar days.
Contractor agrees to accept the increase/decrease in monetary compensation and hereby waives and releases any and all
claims for any additional compensation related to these bid items. NROF COU,,A/ n,, ."
�Al ROVE' t C
This Change Order 3 represents 4.3% of the original contract price. �a �
PER
0 J, 649-- �
Not valid until a roved b Owner Architect if a licable and Contractor BtST NTYA RNEY'
rave 5/4/23
ARCHITECT/ENGI E - 5/3/2023
� Date
LJ Z
CONTRACTOROV
,
W D to
AIRPORTS DIRECTOR' , � �" °� ~� ° 5:3.2023
W...� Date
COUNTY/ASSISTANT ADMINISTRATOR , ' � 05.10.2023
Date
3178
Change Order Attachment per Ordinance No. 0 -1999
• Change Order was not included in the originall contract specifications, Yes, E No
If Yes, explanation;
I This additional work was not anticipated as 4 is in response to dairage Hurricane Ilan caused to the existing
Runway 9 Engineered Material ArresUng System (EMAS) at Key West International Airport, This work is being
performed in the most expeditiously mainner to return thins important safety feature to its' originall condition
• Change Order was includled in the original specifications Yes No
It Yes,, explanation of increase in price
• Change Order exceeds$25,000 or % of contract price(whichever is reater) Yes No
if Yetis, explanation as to why it is not subject for a calling for bids,
• Prolect engineer/architect approves the change order. 'Yes E No Fj
if No0, explanation of why:
• Change Order is correcting an error or omission in design docurnent. Yes [-]No
Should a claim Linder the applicable professional ljabifity policy be made"? Yes r I No
Explaim
3179
Adsmob&I
qm
EPRICE QUOTATMN
Attention Chaos Bowker DAI F W2303
Jacobs
200 W Forsyth Street,SiMe 1520
Jacksonwile FL 32202
ITEMIZED QUAN71TIES
Location: 3,491 S Roasevell Wod,Koy"tom F r 3304(:p
Scope:
2ILS-2
Item
.................... —-------- ..........
...................... .............................
..........
................. mfi��KLIEe�—kym de'A"ov m�j C) LS f.3 I I(')'�'X Q 11 025 W
I D L S, $ 51�'WOOIO V OV3 DID
...............
r- 3 S 1,2 nr NJ $
4 Gr L�jjf
.1. 1 2 1150 D S 7100 19 250 00
............
.................. . ...........
..................... .........
........... ..............
.......................... ....................... ................. ............. ................. .......... ..................—
Subtotal .............. i L'nl�5L.........................
---------------------
5 Pler of 9 0 L's S Ib 738 40
.......... ............................................. ....................................................................---—---------- ...............
Ce $
.............Sl...................
. ....................................... ..
....................------ ......................................... ..............
............
..........
Pireparlect by�
Estimiator
.................................................. . ........ .......................................................... ---------—--------------
Ch lie Gd gEi2,&Son�.ln�.
——--------------—
Shoat I Of I
Date: 3123123
3180
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TECHNICAL SPECIFICATIONS
3190
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
ITEM P-620
RUNWAY AND TAXIWAY PAINTING
DESCRIPTION
620-1.1 This item shall consist of the painting of numbers, markings, and stripes on the surface of
runways, taxiways, and aprons, in accordance with these specifications and at the locations shown on the
plans, or as directed by the Resident Project Representative (RPR) Eaginee
MATERIALS
620-2.1 MATERIALS ACCEPTANCE. The Contractor shall furnish manufacturer's certified test
reports for materials shipped to the project. The certified test reports shall include a statement that the
materials meet the specification requirements. The reports can be used for material acceptance or the
RPR Eaginee may perform verification testing. The reports shall not be interpreted as a basis for
payment. The Contractor shall notify the RPR Eaginee upon arrival of a shipment of materials to the
site.
620-2.2 PAINT. Paint shall be waterborne,in accordance with the requirements of paragraph 620-2.2a.
Paint shall be furnished in white,yellow and black in accordance with Federal Standard No. 595.
a. Waterborne.Paint shall meet the requirements of Federal Specification TT-P-1952E, Type 1.
€ellew
(a)White.2
(2) Epoxy Content. Geffipenefft A. The weigh+pef ep&�-eqttiva4efft,when tested in aeeefdanee
(3)Amine Number-. Geffipenefft B. When tested in aeeefdanee with ASTM D -2074 sha4l be
(felftfive fe dde), when tested in Eteeefdanee with Fedefa4 Test Methed Standafd NE).
RUNWAY AND TAXIWAY PAINTING P-620-1
3191
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
per-eef4(r-01 I i aasitim wiide),when tested in aeeerdanee with Fedef-a4 Test Methed StaadaM •
below:
-462 -470 -471 .501
-439 .455 3L-429 3L-452
14 i P/GErr naethe,a 20 13 Air--dF the sample 4 4 hetir-s tinder-staa a.,,-,a , rditi r-
hetir-s , rdeas to e"esttFe at 40 2r
abeN,e. EN tefereenfefmanee with the eeler- e re €ii
n.,,+ tin Appea&E n nao+t,e 24
eeler-s sh ii ben o-
test in aeeerdanee with AST-M D 969, Methed A, &Eeept that the inside diameter-of the meta4 guide t+tbe
sha4l be from 0.74 7 to 0.75 0 in (19.97 to 19.05 mm). F-4,e liters of tiattsed sand sha4l be used for-eaeh test
panel. The test sha4l be fttn en twe test panels. P�ete� five fitefs ef sand weighs 17.5 1b. (7.94 kg).1 Be
baked and weathefed paiii filffis sha4l fequife net less than 150 litefs ef sand fef the feffieva4 ef the pai
filiiis.
(10) Mar-dness, Sher-e. Hafdness sha4l be at least 90 when tested in aeeefdanee with ASTN4 D
-2-240.
(a)White.2
•
•
•
RUNWAY AND TAXIWAY PAINTING P-620-2
3192
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs-Runway 9 Safety Area-Remove and Install EMAS
(Felatii,e to 4de), when tested in aeeerdanee with Fedef-a4 Test Methed Standafd(a)White! 44io da�,Iigk dirvaiena4 reflee4anee of the white paif4 sha4l not be less than 75 per-eefit
per-eefft(Fel I i aasitim &Eide),when tested in aeeerdanee with Fedefa4 Test Methed Standafd •
below:
-462 -470 -471 .501
-439 .455 3L-429 3L-452
(b) Testing Conditions. Test in aeeerdanee with ASTN4 G 53 154 using both Uhr-a Vielet-�
hetir-s , rdeas to e"estife at 40 2r
(e) Evaluation. RemeN,e the samples and eenditien for--24 hetir-s under-standafd eenditions,
abeN,e. EN tefereenfefmanee with the eeler- e re €ii
o. + tin Appea&E n naethe,a 24
test in aeeefdanee with ASTN4 D 969, Methed A, e�Eeept tha+the inside diaffietef ef the ffieW guide tube
sha4l be fteffi 0.747 te 0.750 in (19.97 fe 19.05 ffiffi). Five fitefs ef unused sand shall be ttsed fef efteh test,
panel. The test sha4l be fttn en twe test panels. P�ete� 5 fitefs ef sand weighs 17.5 1b. (7.94 kg).! Be
baked and weathefed pa4fl filffis sha4l fequife net less than 150 litefs ef sand fef the feffieva4 ef the pa4
filiiis.
(8) Mar-dness, Sher-e. Hafdness sha4l be at least 90 when tested in aeeefdanee with ASTN4 D
-2-240.
Type ffl.
e. Preformed Ther-meplastie Airport Pavement Mar-kings. Mafkings ffittst be eeffipesed ef estef
,ubf r+,
0
F with
•
(2) Gr-aded Glass Beads.
> ,
RUNWAY AND TAXIWAY PAINTING P-620-3
3193
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
0
Size Gr-adafian
Retined gassing%
US Mesh {M
44 4:799 9—210 99 4010�
44 4499 9— 3.510 96.5 100,0�
4-6 4499 2 2510 :75 99910
49 4999 29 6310 3:7?210�
28 859 7 63 210 29 3:
� °�
84 2-00 97 1000, tl�b
(3) Heating indiefiter-s. The top stwfaee of the mateFW (same side as the fae4efy applied stwfaee-
the mateFW has r-eaehed a meften state so satisfitaefy adhesion and proper-bead embedmef4 has beeft
aehieN,ed and a post applieatien N,istta4 ette that the insta4latien pr-eeedur-es haN,e been follow
(a)White:
zT---'i v.-, P &E .10 ASTN4 Il 476 t pe I1 sha l be 10 inircr.
•
•
(felftfive fe dde), when tested in aeeefdanee with Fedefa4 Test Methed Standafd
•
14 1 D/! E--- T A iT„+b.a 61 4 1
pefeefft(fel I i — -,sittffi &Eide),when tested in aeeefdanee with Fedefa4 Test Methed Standafd •
•
.4622 .479 .479 'fit
.439 5
(7) Skid Resistanee. The sufffiee, with pfepefly applied and effibedded sufffiee beads,ffitts
RUNWAY AND TAXIWAY PAINTING P-620-4
3194
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
stniligk, water-, salt, or-a&er-se weather-eenditions and impei:�,ietis to aN,iatiea fitels, gasoline, and oil.
from or-pfem.,t„
ir-e aging.
Lines, legends, and s�,mbels intist be eapable of being affim�Eed to b"iniffetis and/or-Peft4and eeme
desir-ed design. 44io iadiN,idtia4 pieees in eaeh lafge inaf4Eiag segment (t�,piea4l�,more than-20 ft. long)
aeeessaf�,to assemble the iadiN,idtia4 pieees within a inar4iag segment. Obtaining intihieeler-ed off-ea b�,
620 2.3 REFLECT-IVE MEDIA. Glass beads shall ffleet the Fef Federal,�qee�fwiafiom-
T-T B 1325-DL, Type L,gmdadoif A . Glass beads shall be ffeated ;';k'i*h All eenipatible eett--
Glass
Glass
Paint Colo Beads,Typef Type A7
�• Beads, Beads,
White Se Table 1. Se Table 1. See Table 1.
Vellow Se Table 1. Se Table 1. See Table 1.
RUNWAY AND TAXIWAY PAINTING P-620-5
3195
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
CONSTRUCTION METHODS
620-3.1 WEATHER LIMITATIONS. The painting shall be performed only when the surface is dry and
when the surface temperature is at least 45 °F (7 °C) and rising and the pavement surface temperature is at
least 5 °F (2.7 °C) above the dew point. Markings shall not be applied when the pavement temperature is
greater than 120 °F (49 °C).
620-3.2 EQUIPMENT. Equipment shall include the apparatus necessary to properly clean the existing
surface, a mechanical marking machine, a bead dispensing machine, and such auxiliary hand-painting
equipment as may be necessary to satisfactorily complete the job.
The mechanical marker shall be an atomizing spray-type or airless-type marking machine suitable for
application of traffic paint. It shall produce an even and uniform film thickness at the required coverage
and shall apply markings of uniform cross-sections and clear-cut edges without running or spattering and
without over spray.
620-3.3 PREPARATION OF SURFACE. Immediately before application of the paint,the surface shall
be dry and free from dirt, grease, oil, laitance, or other foreign material that would reduce the bond
between the paint and the pavement. The area to be painted shall be cleaned by sweeping and blowing
or by other methods as required to remove all dirt, laitance, and loose materials without damage to the
pavement surface. Use of any chemicals or impact abrasives during surface preparation shall be approved
in advance by the RPR Eaginee .
620-3.4 LAYOUT OF MARKINGS. The proposed markings shall be laid out in advance of the paint
application. The locations of markings to receive glass beads shall be shown on the plans.
620-3.5 APPLICATION.Paint shall be applied at the locations and to the dimensions and spacing
shown on the plans. Paint shall not be applied until the layout and condition of the surface has been
approved by the RPR Engineer. The edges of the markings shall not vary from a straight line more than
1/2 in(12 mm)in 50 ft(15 m) and marking dimensions and spacings shall be within the following
tolerances:
Dimension and Spacing Tolerance
36 in(910 mm)or less f 1/2 in(12 mm)
greater than 36 in to 6 ft(910 mm to 1.85 m) f 1 in(25 mm)
greater than 6 ft to 60 ft(1.85 in to 18.3 m) f 2 in(51 mm)
greater than 60 ft(18.3 m) f 3 in(76 mm)
RUNWAY AND TAXIWAY PAINTING P-620-6
3196
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
Table 1 Application Rates For Paint And Glass Beads
(See Note regarding Red and Pink Paint) Class
������
!'slam Beads,Type T, Beads, F lass Beads,
Paint �t
Sq ft per Gr-adatian
Type A
Paint Type gallon,ft2/gal. paint ,h ,�, a, paint lh ,�, a, paint lh ,�, a,
lit ms per (Km p liter- paintopaint (Km p liter-of (Km p liter-of paintliter,m�/1) ) pa )
k94
115 ft'lgaL max ""'� 40 l
Waterborne (2 8 m2/l) �a� „ �
Note: The glass bead application rate for Red and Pink paint shall be reduced by 2 lb./gal. (0.24 kg/1)for Type I
and Type IV beads. Type III beads shall not be applied to Red or Pink paint.
Glass beads sha4l be disti4bt4ed upen the maf4ied aFeas at the leeations shown en the plans to Feeeii,e glass
beads immediate!�,after-applieatien of the paif4. A dispenser-shall be ftimished that is pr-eper4�,designed
for-attaehmefft to the maf4iiag maehiae and suitable for-dispensing glass beads. Glass beads sha4l be
applied at the Fae shown in Table 1. Glass beads sha4l net be applied to blaek paif4. Glass beads sha4l
All emptied containers shall be returned to the paint storage area for checking by the RPR . The
containers shall not be removed from the airport or destroyed until authorized by the RPR Eagillee
620 3.6 APPLICATION IC A TION PREFORMED AIRPORT T PAVEMENT MARKINGS.
DTITNGS
bend in the ffiafking/sttbstfffte iffteffaee, the fflatefia4s ffittst be applied ttsing a vafiable speed self
pfepelled ffiebile heatef with an eff-eetive heating width ef ne less than 16 ft(4.9 9 ffi) and a ffee Span
between suppeffing wheels ef ne less than 19 ft(5.4 9 ffi). The heatef ffittst efflit theffiW fadiatien fe the
0 0
620-3.7 PROTECTION AND CLEANUP.After application of the markings, all markings shall be
protected from damage until dry. All surfaces shall be protected from excess moisture and/or rain and
from disfiguration by spatter, splashes, spillage, or drippings. The Contractor shall remove from the work
area all debris, waste, loose or unadhered reflective media, and by-products generated by the surface
preparation and application operations to the satisfaction of the RPR Enginee . The Contractor shall
dispose of these wastes in strict compliance with all applicable state, local, and Federal environmental
statutes and regulations.
RUNWAY AND TAXIWAY PAINTING P-620-7
3197
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs-Runway 9 Safety Area-Remove and Install EMAS
METHOD OF MEASUREMEN1
620 4.1 44io quaf4it�,of ndawa�, and twiiwa�,maf4iiags to be paid for-shall be the number- of squar-e feet
of r-efleetive and non r-efleetive pavement mar-kings and the number- of pounds (1km) of r-effleetive-
medial [the number- of squar-e feet (squar-e meter-s) of preformed mar-1kingsl [one eemplete item in
620 4.2 The quantity of r-etr-o r-efleetive mar-lker-s shall be paid for-eaeh mar-lker-installed in plaee
and aeeepted by the RPR-.
unSm OFnnY a>~N620 5.1 Pa�,mefft sha4l be made at the r-espee4iN,e eef4ffie4 priee per- squar-e feet for-r-efleetive and nefl
stim prieel [pr-iee per- sqtlar-e feet (squar-e meter-fl [Itimp stim prieel for-preformed mar-1kingsl fe
,
tools, and iaeidef4a4s aeeessafy,to eempiet€the item.
equipment,620 5.2 Payment shall be made at the r-espeetive eentr-aet priee per-eaeh r-etr-o r-efleetive mar-1ke-r-
installed. This priee shall be fidil eempensation for-fidr-nishing all materials and for- all labor-,
tools,
and ineidentals neeessar-y to eemplete the item.
Pa�,mefft will be made ttffder--.
1+e D 620 5.1 11
�-z
r+,,.., n 620 5.1 2
Sim}
TESTING REQUIREMENTS
ASTM C 136 Sieve Analysis of Fine and Coarse Aggregates
ASTM C 146 Chemical Analysis of Glass Sand
ASTM C 371 Wire-Cloth Sieve Analysis of Nonplastic Ceramic Powders
ASTM D 92 Test Method for Flash and Fire Points by Cleveland Open Cup
ASTM D 711 No-Pick-Up Time of Traffic Paint
ASTM D 968 Standard Test Methods for Abrasion Resistance of Organic Coatings
by Falling Abrasive
RUNWAY AND TAXIWAY PAINTING P-620-8
3198
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
ASTM D 1213-54 (1975) Test Method for Crushing Resistance of Glass Spheres
ASTM D 1652 Test Method for Epoxy Content of Epoxy Resins
ASTM D 2074 Test Method for Total Primary, Secondary, and Tertiary Amine Values
of Fatty Amines by Alternative Indicator Method
ASTM D 2240 Test Method for Rubber Products-Durometer Hardness
ASTM G 15453 Operating Light and Water-Exposure Apparatus (Fluorescent Light
Apparatus UV-Condensation Type) for Exposure of Nonmetallic
Materials.
Federal Test Method Paint,Varnish, Lacquer and Related Materials; Methods of Inspection,
Standard No. 141D/GEN Sampling and Testing
MATERIAL REQUIREMENTS
ASTM D 476 Specifications for Dry Pigmentary Titanium Dioxide Pigments
Products
Code of Federal Regulations 40 CFR Part 60,Appendix A—Definition of Traverse Point Number
and Location
Code of Federal Regulations 29 CFR Part 1910.1200 —Hazard Communications
FED SPEC TT-B-1325D Beads (Glass Spheres) Retroreflective
AASHTO M 247 Glass Beads Used in Traffic Paints
FED SPEC TT-P-1952E Paint, Traffic and Airfield Marking, Waterborne
Commercial Item Description Paint, Traffic, Solvent Based
(CID)A-A-288613
FED STD 595 Colors used in Government Procurement
END OF ITEM P-620
RUNWAY AND TAXIWAY PAINTING P-620-9
3199
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
INTENTIONALLY LEFT BLANK
RUNWAY AND TAXIWAY PAINTING P-620-10
3200
EYW—Key West International Airport
DRAFT ITEM P-555
KEY WEST RUNWAY 09 DEPARTURE END
EMAS BED INSTALLATION
DESCRIPTION
555-1.0 This item shall consist of the installation, of an Engineered Material Arresting System
(EMAS) at the Departure End of Runway 09 in accordance with these specifications,
manufacturer's requirements, and the contract drawings, at the locations and to the form and
dimensions shown on the plans. This item shall include all labor, transporting materials from the
designated staging area to final placement,and installation of the materials for the EMASMAX bed
as well as the necessary tools and fuel to complete the installation and maintain materials at proper
conditions on site.
MATERIALS
555-2.0 SPECIFICATIONS: The EMAS materials shall be manufactured in compliance with
FAA Advisory Circular 150/5220-22B.Asphalt Cement for Use in Pavement Construction shall be
in compliance with ASTM D 946.
555-2.1 MATERIAL ACCEPTANCE. The EMASMAX bed shall receive final product release
until the following installation tolerances are met:
Dimension Lower Tolerance Upper Tolerance
Width of Bed -0.1 % +0.1 %
Length of Bed -0.1 % +0.1 %
Height of Bed -.25 inch +0.75 inch
CONCRETE WORK(For Information Purposes Only)
555-3.0 INSTALLATION OF CONCRETE ANCHOR BEAM
555.3.1 SUBMITTALS. The CONTRACTOR shall submit the following shop drawings:
• Concrete mix design, curing compound, and reinforcing steel conforming to FAA
Specification P-610, Structural Portland Cement Concrete using 4,000 psi concrete
mix
555-3.2 Concrete.All concrete for work under this section shall conform to FAA Specification P-
610, Structural Portland Cement Concrete,using 3/4-inch maximum size coarse aggregate.
555-3.3 Layout. The CONTRACTOR shall layout the Concrete Anchor Beam in accordance with
the Contract Documents showing the location and dimensions required.
555-3.4 Installation. The CONTRACTOR is responsible for the complete installation of the
anchor beam in accordance with the Contract Documents.
555-3.5 Quality Control. The CONTRACTOR must place the Concrete Anchor Beam in
accordance with the EMASMAX manufacturer's installation specifications, FAA Specification P-
P-555-1
3201
EYW—Key West International Airport
610, Structural Portland Cement Concrete, and a Quality Control Plan approved by the Runway
Safe. The Concrete Anchor Beam shall be poured monolithically, and the edges shall not have
chamfers or radii. Placement tolerances are extremely important in installing the Concrete Anchor
Beam to allow for proper EMASMAX arrestor bed installation as shown on the drawings and
included in this specification. The back of the Concrete Anchor Beam(side facing the EMASMAX
arrestor bed, shall be perpendicular with the runway centerline as measured from centerline to each
end within+/- 1/4".The length of the anchor beam shall be 120' +3"/-0". The top of the Concrete
Anchor Beam shall match the elevation of the adjacent pavement. The EMASMAX manufacturer
shall inspect the Concrete Anchor Beam to confirm proper placement prior to installation of the
EMASMAX blocks. The CONTRACTOR shall inform the EMASMAX manufacturer two weeks
in advance of planned Concrete Anchor Beam completion so that the inspection can be scheduled.
CONSTRUCTION METHODS
555-4.0 INSTALLING THE ENGINEERED MATERIAL ARRESTING SYSTEM (EMAS)
555-4.1 WEATHER LIMITATIONS. The surface of the asphalt pavement that is to receive the
EMASMAX blocks must be dry and above 40 degrees F, and rising, before EMAS block
installation may begin.
555-4.2 REMOVAL OF EXISTING EMAS. The Contractor shall remove the existing EMAS
blocks as shown on the contract drawings. Removed material shall be disposed of off airport
property by the Contractor. Removal of the blocks adjacent to the existing anchor beam shall be
performed by hand or by methods to avoid damage or disturbance of the existing anchor beam.
Any damage or disturbance to the anchor beam by the Contractor may result in full replacement
of the anchor beam at the sole expense of the Contractor.No additional time will be added to the
contract as a result of the Contractor replacing the existing anchor beam due to damage caused by
Contractor.
555-4.3 REMOVAL OF EXISTING DEBRIS DEFLECTOR. The Contractor shall remove the
existing debris deflector as shown on the contract drawings. Removed material shall be disposed
of off airport property by the Contractor. The Contractor shall carefully remove the existing
threaded bolts that secure the existing debris deflector and protect the existing threaded inserts
embedded in the anchor beam. Threaded inserts are to be reused for installation of the new debris
deflector.
555-4.4 WORK SUMMARY FOR EYW RUNWAY 09 DEPARTURE END
The EMAS bed installation for the Key West International Airport Runway 09 Departure End
involves the unloading and placing of 2,520 pre-cast cellular concrete blocks into a prepared bed
as shown on the plans with dimensions of approximately 121 feet wide by 340 feet long(30 blocks
wide x 84 blocks long). The blocks are manufactured by Runway Safe Group. The blocks are
nominally 4-ft. wide x 4-ft. long x 3 7/8-inches up to 20 7/8 inches in height. Contingency blocks
will be available to adjust for blocks damaged during shipping and installation. Pallets, extra
material, and extra blocks shall be repackaged for transport back to Runway Safe Group by the
CONTRACTOR. EMAS blocks are shipped to the site stacked on pallets. The largest pallet of
stacked blocks is nominally 4-ft. x 4-ft.x 77-in. and weighs approximately 2,000 lbs. The logistics
for receiving and staging of the 53' enclosed trailers containing the pallets of blocks will need to
be determined by the CONTRACTOR with concurrence by Runway Safe Group and the Resident
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EYW—Key West International Airport
Project Representative (RPR). It is desirable to commence installation of the blocks when
approximately 30% of the EMAS blocks have been delivered to the staging area. It is estimated
that delivery of the blocks and other related installation material requires about 54 trailers. One
trailer will be refrigerated to maintain the environmental conditions necessary for the joint sealant.
This trailer's refrigeration unit will be fueled by the CONTRACTOR.
Runway Safe Group will have a field representative on-site during the installation of the EMAS
system to train the CONTRACTOR's personnel on the proper handling of the EMAS blocks and
installation technique. In addition, Runway Safe Group field representative will inspect the
installation progress and quality of the work throughout the EMASMAX installation. Training by
the Runway Safe Group field representative and familiarization with the EMAS product by the
CONTRACTOR on the proper handling and installation procedures is crucial to having a proper
quality installation. The training will occur in the initial phases of the EMAS block placement
process. It is required that the CONTRACTOR's personnel perform the installation in strict
conformance with Runway Safe Group's installation specifications and the project submittals
approved by Runway Safe Group. There will be no deviations from these specifications without
prior written approval from Runway Safe Group and the RPR. In the event there is a material loss
during the installation work due to non-conformance with the handling or installation specifications
of the EMAS product, the CONTRACTOR shall remove and replace all material losses at no
additional cost to the Airport.
Dates for access to the work site and EMAS block installation are provided in the airport's contract
bidding documents. It is anticipated that fourteen to seventeen, nighttime, 8-hour shifts will be
required daily, excluding Saturdays and Sundays, until the job is completed (this estimate is
subject to change based on further work conditions and consideration provided by the
Airport and CONTRACTOR). It is expected the CONTRACTOR will make appropriate
adjustments to the labor and material requirement to meet the installation schedule.In the following
labor breakdown estimate, seventeen (17), eight-hour night-time shifts are assumed, with some
arrangements for an early start for the asphalt cement melting kettle warm-up operation. Utilizing
one block installation crew (16 laborers), normally 320 EMAS blocks can be installed per shift
except for a planned first day quota of 42 blocks,second day quota of 126 blocks,and all subsequent
days having a daily expected installation of 320 blocks.
Because training and familiarization with the EMAS block placement is crucial to correct
installation, CONTRACTOR will be required to revert to 42 blocks per shift quotas without
additional compensation after any significant crew changes. Specifically, if a new crew, in whole
or in part, is put in place after initial start-up,the Runway Safe Group field representative has the
unilateral authority to reduce the daily installation quota to ensure proper training is accomplished.
That decision will be based upon the magnitude of the crew change and the contractor's
demonstrated performance. Additionally, the Runway Safe Group field representative shall have
the authority to identify and retrain any CONTRACTOR representative who is unable to provide
and maintain quality workmanship in the assigned tasks.
All EMAS joint sealing must be installed to a high-quality standard. All the top joints of all the
blocks will be sealed with backer rod and self-leveling caulk("In-Gap").The side and rear(vertical)
joints will be sealed with self-adhering tape (side coating). The sealing jointtape must be installed
with minimum overlapping of joints. The specialty self-adhesive joint sealing tape is adhered to
the adjoining blocks.This seam sealing material cannot be stretched and requires a careful installer.
Prior to any blocks being readied for placement, the CONTRACTOR shall be required to
demonstrate their ability to apply and finish the backer rod,self—leveling caulk and tape in a manner
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EYW—Key West International Airport
acceptable to Runway Safe Group field representative. In addition to sealing the joints to prevent
moisture intrusion, the finished installed self-leveling caulk ("In-Gap") taped joint must be
aesthetically pleasing, i.e., look good. In order to help achieve the desired result, Runway Safe
Group will provide 2 hours of training to the CONTRACTOR in EMAS block joint sealing. This
project includes approximately 300 gallons of self-leveling caulk. Full and careful consideration of
which Contractor personnel to assign to this sealing work is encouraged, as experience has shown
workmen not fully experienced in sealing usually do not meet Runway Safe Group's quality or
workmanship standards thus leading to job delays and rework at the CONTRACTOR's expense.
Runway Safe Group's experience has shown that this sealing effort will be the task which paces
the job, since it is recommended that all blocks installed during a work shift have the top joints
sealed by the end of the install shift.The entire thrust of these requirements is to attain and maintain
a very high level of placement competence and quality of installation.
If night work is required, the CONTRACTOR shall provide adequate portable lighting for use at
the work site before dawn and after dusk. For EMAS installation and finishing work, six large self-
contained mobile four-bulb light plants,such as the Allmand MLT 3060 or similar,is the minimum.
In addition,if night work is required, Runway Safe Group's experience has shown that installation
pace will typically slow down, and workmanship is more likely to deteriorate by the
CONTRACTOR. Therefore, Runway Safe Group highly encourages day work when possible.
Before any shut-down of contract operations, all equipment and materials used at the work site
shall be moved by the CONTRACTOR to the designated airport mobilization site, to assure safe
aircraft operations between the contractor's work shifts.
Initial receiving operations at the staging area can be at any time allowed by the airport until
installation commences. Upon commencement of block installation receiving operations would be
expanded to include access control, which must be coordinated with the work periods at the work
site.
The CONTRACTOR is responsible for setting up the staging area and providing access control, a
dumpster,all trash collection and rubbish removal,portable lavatory,and all other requirements for
the duration of this project.Control of Foreign Object Damage(FOD)construction materials(block
packaging materials, paper wrappers, hand tools, small parts, etc.) that are used during the
installation of the EMAS is always of concern to an airport and must be controlled. It will be
necessary for the CONTRACTOR to provide covered containers to hold all construction debris and
refuse in at the worksite and/or airport property.
The sequence for installation of the EMAS will be as follows:
• Validate perpendicularity and condition of anchor beam
• Validate smoothness of EMAS support pavement Installation of jet blast debris
deflector and mark-out of installation grid (centerline, sidelines, rear edge line, and
every block corner with a grid system of 4.05'x 4.05')
• Installation of the EMAS blocks including
Placement of backer rod material into block joints as needed
Installation of PVC angle material along perimeter
Installation of backer rod and self-leveling caulk into block j oints
Installation of side coating
Installation of high and low perimeter block vents (sides and back of bed)
• Complete any"punch-list"work
• Painting of safety area markings (under a separate specification)
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EYW—Key West International Airport
• Site clean-up and demobilization
Specific works are as detailed on the following pages.Note:where this Statement of Work conflicts
with the contract drawings,the contract drawings shall govern.
555-4.5 RECEIVING AND LAYOUT FOR RUNWAY 09 DEPARTURE END
a. RECEIVING The RPR,at a staging area designated by the Airport,will receive the trailers
containing pre-cast EMAS blocks and installation materials. "Receiving duties" are
generally limited to acknowledging the trailer delivery by signing the trucker's delivery
ticket. To avoid incurring any additional costs to the Airport, it is strongly recommended
that any present damage to delivered trailers be specifically noted on the delivery tickets.
After receiving the EMAS blocks and installation materials, the CONTRACTOR will
assume immediate responsibility and control for the EMAS blocks and installation
materials,including the protection of the EMAS materials by securing the staging location
during the storage time and prior to installation. Prior to the start of block installation,
approximately 30% of the EMAS blocks will arrive at the airport. Once installation is
underway, the delivery of blocks will continue until all blocks have been delivered.
Runway Safe Group shall determine and control the rate of delivery of truckloads of blocks
in accordance with the installation rates outlined in this specification and keep the
CONTRACTOR and RPR informed of the delivery schedule. Any requests by the
CONTRACTOR to accelerate the truckload delivery schedule shall be submitted in writing
to Runway Safe Group a minimum of 72 hours prior to the desired adjustment. Runway
Safe Group does not guarantee that requests to accelerate block delivery schedules will be
able to be accommodated.
Blocks will be shipped in 53-foot air-ride suspension trailers. Blocks shipped in advance
of installation will be stored at the staging area and will be left secured in the trailers.
Blocks will continue to be shipped and received at the staging area during the installation
program. The EMAS blocks are shipped stretch-wrapped on 4-ft. x 4-ft. pallets.
b. LAYOUT NOTE: The paved surface upon which the EMAS blocks are to be placed must
comply to the runway smoothness requirements of the surface paving specification of the
EMAS support pavement and to the slope requirements set forth in the project drawings
prior to the block grid layout and placement of any EMAS blocks. Runway Safe Group
personnel will check the surface using a straightedge as outlined in the surface paving
specification of the EMAS support pavement.
Careful layout of extended runway centerline, sides and back edges of the bed rows and
steps shall be augmented by field marking the perimeter of each block location for all the
blocks. Because the sides of the blocks are not designed to be altered in the field,the field
marking for block corners will be crucial for correct block placement, while edge layout
lines will provide side and back block placement guidance.A surveyor,licensed in the state
in which the EMAS is being installed, shall establish the control points for field layout
marking lines. These control points shall establish the extended runway centerline through
the EMAS, EMAS bed perimeter, and interim points both perpendicular and parallel to
runway centerline within the confines of the EMAS bed on a 20.25 ft. x 20.25 ft. grid
pattern within a tolerance of+/- 1/8 inch.PK nails shall be used to mark these points. The
entire.grid layout must be completely installed and accepted by Runway Safe Group before
any blocks are installed.
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EYW—Key West International Airport
NOTE: Prior to establishing the points perpendicular to runway centerline, check with
Runway Safe Group to ensure the debris deflector has been satisfactorily installed and
accepted. The grid points will use the back of the deflector channel as the reference base.
For marking the grid lines, the CONTRACTOR should use a durable marking system.
Chalk lines and other such marking systems will not remain visible after the large amount
foot and vehicular traffic associated with this installation. Experience has shown that a
white,painted 1/8"string line grid on the pavement with block heights painted in each box
appears to be the simplest and most effective method. A walk behind spray paint unit is
recommended and works best in windy conditions.
SUGGESTED LAYOUT LABOR FOR RUNWAY 09 DEPARTURE END
#Of Personnel Task Days Area
6 Survey&Grid 3 EMAS Site
Laying
LAYOUT EQUIPMENT FOR RUNWAY 09 DEPARTURE END
• Horizontal Survey Equipment with 1/8-inch (plus or minus) accuracy over the area
occupied by the EMAS Bed.
• Surveyor's choice of waterproof and durable grid marking devices (see
recommendation above),however, all major points (20.25' grid intersections, rear
corner, and centerline point) shall be marked with PK nails.
555-4.6 INSTALLATION PHASE FOR EYW RUNWAY 09 DEPARTURE END The air-
ride trailers containing EMAS blocks will be received in the staging area designated by the airport.
The CONTRACTOR will be responsible for moving trailers to the EMAS installation site as they
are needed. The CONTRACTOR will unload the EMAS blocks and installation materials using a
pallet jack and forklift. Great care must be taken when off-loading the EMAS blocks to prevent
damage. It is strongly encouraged that the trailers be located on a solid surface as to allow for ease
of forklift movements. The sides of the EMAS block are particularly vulnerable. Forklift load
guards shall be covered with a cushioning material (foam or carpet) to help protect the EMAS
blocks. Any foot traffic atop the blocks must be minimized.Anyone walking on the bed must have
soft-soled shoes with no sharp heels (Sneakers or flat soled boots preferred). At no time shall any
vehicle be allowed to drive on the EMAS.
The jet blast debris deflector channels supplied by Runway Safe Group must be installed before
the block layout grid is started and before any blocks are installed.This will provide a starting point
for the grid layout. The debris deflector panels will be secured after a select number of blocks have
been installed at the discretion of the Runway Safe Group field representative. The primary task
involved in the installation of the two-piece Debris Deflector sections will be confirming that the
150 holes,sized 11/16"diameter x 5"deep,in the existing Concrete Anchor Beam and the grouted-
in-place threaded anchors in those holes are fully functional. The CONTRACTOR must replace all
defective anchors by replacing with Runway Safe Group-provided new anchors. The holes must be
clear of dust, debris, and water prior to insertion of replacement anchors. It is highly encouraged to
use a pneumatic air compressor with a long nozzle to clean out each hole prior to securing the
anchors. After the anchors are prepared, the aluminum Debris Deflector sections are set into
P-555-6
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EYW—Key West International Airport
position by hand and secured with 3/8"size hex head bolts threaded into the concrete anchors. Due
to its frangible nature, people must avoid stepping on the Debris Deflector. The Debris Deflector
comes pre-marked with"NO STEP." Prior to placement of the debris deflector sections, a bead of
100% silicone caulk shall be applied to the surface of the grade beam such that the channel and
panel sections of the deflector receive a continuous seal from one edge to the other. Following
placement of the debris deflector sections, a bead of 100% silicone caulk shall be applied to the
joints between the panel sections.
a. BLOCK PLACEMENT- Blocks less than 6 inches in height may be placed into position
by hand. These lower height blocks have a maximum weight of 200 pounds but because of
their size require four people to lift (one person per block corner). Blocks greater than 6
inches in height will then be placed into position using one of the four(4)CONTRACTOR
Supplied forklifts. Each block will be pushed into its final position as marked on the
pavement grid either by hand or using a forklift equipped with a means to protect the block
from being punctured by the forklift tynes such as a push plate provided by the contractor.
NOTE: The push plate should rarely be used. The blocks will slide easily into place
within the first 20 seconds after coming into contact with hot EMASMAX standard
adhesive. Improper usage of the Push Plate may damage otherwise good blocks.
Prior to the placement of any blocks,the tar kettle should be purged to remove any excess
or foreign material. The kettle should then be filled with 100 gallons of EMASMAX
standard adhesive material,mixed and purged again.
Immediately prior to placing blocks, EMASMAX standard adhesive, a hot asphalt cement
augmented with a crack sealing additive,shall be applied to cover(minimum 90%)the area
where the block will be placed at a rate of approximately 1.0 to 1.50 gallons per block and
a temperature ranging from 360OF to 3800F. The hot asphalt cement/crack sealer coating is
the bond or anchor device between the overrun surface and the EMAS blocks. The asphalt
cement,while still hot, acts as a lubricant between the block and the existing pavement so
that blocks will slide into their final position when pushed. Runway Safe Group's
experience has shown that the total elapsed time from when the hot asphalt cement is placed
to when the block must be in its final position is approximately 20 to 25 seconds,depending
upon ambient temperatures. After that time, the asphalt cement will have cooled
sufficiently to bond the block to the pavement, and it will not slide easily. If this occurs
before the block is in the correct position,the block will have to be removed and replaced
with a new block.
NOTE: An adhered block cannot be removed without being destroyed.
NOTE: All blocks have a particular orientation when installed. The backside of the
block (the side away from the debris deflector) has the nominal height of the block,
in inches,marked on that side. The forklift operator should always be facing the side
of the block when picking up the block for placement. The block side with the serial
(or batch) number faces the runway. The forklift slot in the tray shall be oriented
when the block is placed so that it is perpendicular to the runway centerline.
Block spacers, loaned by Runway Safe Group, are inserted between the blocks during the
block placement process to provide a positive control on the gaps between the blocks while
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EYW—Key West International Airport
the hot asphalt cement is cooling and to simplify the process of block alignment. Once the
hot asphalt cement is set, individual spacers are removed and reused.
As the first row of blocks next to the anchor beam is completed,the appropriate size backer
rod is inserted into the joint between the blocks at a depth of approximately 5/8-inch from
the top of the block, and then caulked. It is a requirement that all installed blocks have
backer rod installed and be caulked by the end of the work shift unless otherwise stated by
the Runway Safe Group field representative.
Next, a specialty coating will be adhered to all vertical sides of the completed bed along
with 2 inches of overlap onto adjoining horizontal block surfaces. For every vertical side
and back row joint between blocks,high and low vents will be installed in the step riser.
Finally,the appropriate pavement marking paint will be applied. This last painting phase
consists of applying marking paint to indicate the EMAS arrestor bed as unusable
pavement. The CONTRACTOR will supply the marking paint, any reflectorized beads to
be used with it, and all labor under a separate pay item.
Lastly, return of materials. The empty pallets are neatly stacked eleven (11) high, banded
and loaded back onto trailers as well as any Runway Safe Group tools and remaining
installation materials by the CONTRACTOR for shipment back to the EMAS production
facility. The cardboard spacers shipped between the blocks need to be collected, stacked,
and banded for return shipment to Runway Safe Group.
NOTE: Some blocks may be damaged during transport, off-loading and installation. The
CONTRACTOR must exercise care to minimize these losses for blocks under their care.
The CONTRACTOR is responsible for removal of and disposal of any damaged block
material.Extra pallets of good blocks left over at completion of installation will be stacked,
corner-protected, plastic-wrapped, and re-loaded onto trucks by the CONTRACTOR and
transported back to Runway Safe Group.
b. DEBRIS DISPOSAL It is the CONTRACTOR'S responsibility to ensure all stretch wrap,
plastic padding, and cardboard corner protectors (packing material) used to protect the
blocks during transit,and all other debris generated by this project be collected at the work
site, including the staging area, and properly disposed of off-site. All debris transport and
disposal shall be in accordance with all applicable federal, state, and local regulations.
Recycling of materials, especially cardboard products,is strongly encouraged.
While within the aircraft operations area, care must be taken to ensure that all debris is
collected and stored in covered containers to mitigate Foreign Object Damage (FOD) to
aircraft.
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EYW—Key West International Airport
555-4.7 SUGGESTED CONTRACTOR-PROVIDED INSTALLATION LABOR FOR
RUNWAY 09 DEPARTURE END
# Of Task Installation Area Responsibility
Personnel Days
1 Foreman 17 Work Site Coordination and Supervision
1 Truck Driver 17 Work Site Transport Blocks and Materials
& Staging to/from Staging Area and
Area Installation Site
2 Forklift 17 Work Site Team of two: Unload truck,
Operators place pallets, and push blocks;
team of two: place blocks
4 Laborers 17 Work Site Operate pallet jack during
truck loading and unloading,
remove and dispose of shrink
wrap, collect, and dispose of
padding between blocks, install
debris deflector,apply hot
asphalt cement, Install block,
vents,plastic edge piece, and
cleanup
4 Caulkers/Tapers 17 Work Site Install back rod, silicone caulk,
self-leveling caulk, seam seal,
and side coating
P-555-9
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EYW—Key West International Airport
555-4.8 CONTRACTOR-PROVIDED INSTALLATION EQUIPMENT FOR RUNWAY 09
DEPARTURE END
QUANTITY
Recommended
For Installation
EQUIRMENT & ASSOCIATED ITEMS
Skid Steer; Forklift, 5000 llb. fork tynes convertible 4
Fuel for all forklifts (propane, gas, or diesel as required) As-required
Carry-on-Trailer for Ibloclk movement off of trailer 1
Portable Electric Generator, 5000 watts 1
�Hlot Mix Asphalt Truck/trailer with dispensing wand 1
Fuel for IHot Mix Truck & Refrigerated Materials Trailers As-required
Dumpster, 40 cubic yard volume As-required
Portable Air Compressor, 100 Ipsi minimum 1
Air Moser 50 ft minimum 2
Air (Nozzle 1
Pressurized water truck, 500 gallon, 50 psi at 25 gpm As-required
Transit, Tool Station with Digital Read-,out (e.g. Trimble TS305/1Nikon
532/ INlilkon 322; Tripod; LM80 Layout/Data Collector; Marking
chalk1pen) 1
200 foot long steel measuring tape 2
200 foot long string line 4
Aluminum Straight Edge 16 feet 1
Light IPllants with fuel (if needed) 6
Tractor for moving 48/53-ft trailers 1
P-555-10
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EYW—Key West International Airport
QUANTITY
�Recommeinded
�Foir linstallatioin
HAND TOOLS
Push plate to attached to forklift 1
40-48" Long IHlandle, (Heavy Duty Tin wide forged) (blacle scraper 2
Safety IHloolk Knives 4
Wire Saw 2
Torch, Propane (Rosebud style wand) 2
Push Broom, heavy duty 24" 2
Shovel, long handled, square nose 2
Trowel 2
Window Scraper, solid shank, extra heavy duty, 4" blacle; spare blacles 4
Hammer Drill,1/2" chuck, electric, variable speed, IHD 2
Masonry Drill Bit, 3/8" diameter x 8" long 2
Masonry Drill Bit, 11116" diameter x 12" long minimum 3
Extension Cord, (Heavy Duty, 100 feet minimum 3
9116" size (Hex Socket for Impact Gun, 1/2"' drive 2
3/8"' drive extension, 4" long 2
9116" size (Hex Socket for 3/8" drive 2
3/8"' drive iratchet,wrench 2
5132" size hex Allen wrench, 3/8" drive 2
Gas Leaf Blower 2
1/2"' drive air or electric powered impact,wrench 1
Die Grinder, air powered 1
Bur, 3/8"' dia. cylindrical (ball nose 1
Cutting Bit, Solid Carbide, 1/,4" 1
�Hole Saw, IHleavy Duty, 6" diameter 1
�Hole Saw Arbor, 3/8" hex shank, 1/4" dia. pilot 1
Pilot Drill, 1/8" dia. replacement part 2
Power Bit (Nut Driver, 5/16 hex, 1/4" shank 2
Cordless Drill/(Driver and (batteries 2
Scissors, Pair 2
Putty Knife 4
Reciprocating saw 1
Solid carbide cutting blacles 2
Circular Saw & Ibllades for cutting plastic 1
Shop Vacuum 2
Standard (Hand Tool set,(sockets, utility (knives, combination wrenches,
open end wrenches, screwdrivers, L-keys, pliers, etc.) 2
P-555-11
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EYW—Key West International Airport
QUANTITY
Recommended
For Installation
CAULKINGMEAUNGTOOLS
Backer Road Insertion Tool & Wheel (Recommend Albion#640-4) 5
Foam Sealant, Spray(Can qty.) (Recommended: Great Stuff Spray
Insulating Foam) 12
Caulk Gun, Battery Powered,10.3 oz. w/Battery Chargers 3
Bulk-type caulk gun (Albion Part#: DL-59-:T27E) & (batteries 4
29 oz. (Heavy Duty Caulk Gun 2
Follow plate for 5-gallon pail caulk dispensing (Albion 504-G07) 4
Caulk gun nozzles (Albion Part#235-3: Orange Cone (Nozzle) 10
2 In. Round Seam Rollers, (broom handle attachable 4
Extra Batteries for Caulk Guns 5
QUANTITY
Recommended
For Installation
CONSUMABLES
1/2" x 3 ft. x 5ft Durock Cement Board (for cutting into shims) 2
Simple Green Concentrate & Buckets for Dilution As-required
Rags, solvent, and pails for clean-up of caulk As-required
Trash Bags, construction grade 200
Sharpie Markers, Black 2
Spray Bottle of water 2
QUANTITY
Recommended
For Installation
PERSONAL PROTECTION EQUIPMEN'T
Safety Glasses As-required
�Nitrile Gloves As-required
Cut-safe gloves As-required
Knee Pads As-required
Respirator masks As-required
Tyvek suits (easier clean up from caulk) As-required
NOTE:
• All forklifts must have lateral load shift capability.
• One pallet jack supplied by Runway Safe Group.2nd pallet jack is optional—will expedite
handling.
• To the maximum extent practical, all equipment should be on site at the start of the
installation phase to ensure that it will be available when needed.
• CONTRACTOR shall provide fuel for refrigeration unit of refrigerated trailer.
P-555-12
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EYW—Key West International Airport
555-4.9 RUNWAY SAFE SUPPLIED INSTALLATION MATERIALS TO THE OWNER
FOR RUNWAY 09 DEPARTURE END
Material Quantity(subject to change w/design
changes)
EMASMAX Asphalt Adhesive 3,770 gallons (Approx. 1.5 galiblock for
minimum 90%coverage of each 16 sq.ft. grid
block)
Pallet jack for interior trailer unloading and One (1)
reloading
Side Vents Approx. 600
Jet Blast Debris Deflectors; 2 pieces 15 plus 2 end caps and required hardware
Jet Blast Debris Deflector Anchors A rox. 150 anchors
Self-LevelingCaulk A rox. 300gallons
Backer Rod, closed cell Approx. 21,500 linear ft. (various sizes)
Side Coating Approx. 2,600 linear ft.; 10 wide tapes
Four 4 ft. bottom angle pieces Approx. 200 pieces
Sealant, 100%silicone Approx. 105 tubes
IMPORTANT NOTE:
This list includes most of the supplies required of the contractor as well as the material and
equipment to be provided by Runway Safe Group. If there are any questions regarding this
information,please contact Runway Safe Group.
555-4.10 SUGGESTED EMAS BED CONSTRUCTION SCHEDULE FOR RUNWAY 09
DEPARTURE END
DAY ACTIVITIES
Existing EMAS removal and surface preparation
1 Surveyors check grade beam. Laborers install debris deflector.
2 Surveyors establish grid layout points. Laborers start marking grid.
2 Train Tapers &Forklift Operators.
3-16 Install blocks,backer rod, caulk, side seal, and side vents.
17 Inspection/Punch list.
P-555-13
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EYW—Key West International Airport
QUALTTY CONTROL
555-5.0 QUALITY CONTROL. CONTRACTOR must place and finish the EMAS bed under the
guidance of the EMAS manufacturer's technical support, following the EMAS installation
specification and Quality Control Plan.
METHOD OF MEASUREMENT
555-6.0 INSTALL EMAS BED.Measurement shall be lump sum for the EMAS bed installation,
completed and approved in place.
555-6.1 REMOVAL OF EXISTING EMAS BED. Measurement shall be lump sum for the
EMAS bed removal, completed and approved.
BASIS OF PAYMENT (subject to change)
555-7.0 INSTALL EMAS BED. Payment shall be made at the contract unit price per lump sum
for the installation of the EMAS bed. Materials shall be provided by the Owner. This price shall be
full compensation for all preparation,transporting from staging area, and placing of materials, and
for all labor, equipment, tools, shipment of pallets, extra material, and extra block materials back
to Runway Safe, Contractor personnel training time and incidentals necessary to complete the item.
555-7.1 REMOVAL OF EXISTING EMAS BED. Payment shall be made at the contract unit
price per lump sum for the removal of the existing EMAS bed.This price shall be full compensation
for furnishing all materials and for all preparation, hauling, disposal of existing EMAS blocks,
protection of the existing anchor beam and accessories and for all labor, equipment, tools, and
incidentals necessary to complete the item.
END OF ITEM P-555
P-555-14
3214
ADDITIONAL FEDERAL/FEMA/FDEM CONTRACT REQUIREMENTS - As applicable,
the following terms modify and/or are hereby added to the contract as follows:
A) Davis-Bacon Act, as amended (40 U.S.C. §§3141-3148). When required by Federal
program legislation, which includes emergency Management Preparedness Grant Program,
Homeland Security Grant Program, Nonprofit Security Grant Program, Tribal Homeland Security
Grant Program, Port Security Grant Program and Transit Security Grant Program, all prime
construction contracts in excess of$2,000 awarded by non-Federal entities must comply with the
Davis-Bacon Act(40 U.S.C. §§3141-3144, and §§3146-3148) as supplemented by Department of
Labor regulations (29 CFR Part 5, "Labor Standards Provisions Applicable to Contracts Covering
Federally Financed and Assisted Construction"). In accordance with the statute, contractors must
be required to pay wages to laborers and mechanics at a rate not less than the prevailing wages
specified in a wage determination made by the Secretary of Labor. In addition, contractors must
be required to pay wages not less than once a week. If applicable, the COUNTY must place a
current prevailing wage determination issued by the Department of Labor in each solicitation. The
decision to award a contract or subcontract must be conditioned upon the acceptance of the wage
determination. The COUNTY must report all suspected or reported violations to the Federal
awarding agency. When required by Federal program legislation, which includes emergency
Management Preparedness Grant Program,Homeland Security Grant Program,Nonprofit Security
Grant Program, Tribal Homeland Security Grant Program, Port Security Grant Program and
Transit Security Grant Program(it does not apply to other FEMA grant and cooperative agreement
programs, including the Public Assistance Program), the contractors must also comply with the
Copeland "Anti-Kickback" Act (40 U.S.C. § 3145), as supplemented by Department of Labor
regulations (29 CFR Part 3, "Contractors and Subcontractors on Public Building or Public Work
Financed in Whole or in Part by Loans or Grants from the United States"). As required by the Act,
each contractor or subrecipient is prohibited from inducing, by any means, any person employed
in the construction, completion, or repair of public work, to give up any part of the compensation
to which he or she is otherwise entitled. The COUNTY must report all suspected or reported
violations to the Federal awarding agency.
(1) Contractor. The contractor shall comply with 18 U.S.C. § 874, 40 U.S.C. § 3145, and
the requirements of 29 C.F.R. pt. 3 as may be applicable, which are incorporated by
reference into this contract.
(2) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the
clause above and such other clauses as the FEMA may by appropriate instructions
require, and also a clause requiring the subcontractors to include these clauses in any
lower tier subcontracts. The prime contractor shall be responsible for the compliance
by any subcontractor or lower tier subcontractor with all of these contract clauses.
(3) Breach. A breach of the contract clauses above may be grounds for termination of
the contract, and for debarment as a contractor and subcontractor as provided in 29
C.F.R. § 5.12.
B) Contract Work Hours and Safety Standards Act (40 U.S.C. 3701-3708). Where
applicable, which includes all FEMA grant and cooperative agreement programs, all contracts
3215
awarded by the COUNTY in excess of$100,000 that involve the employment of mechanics or
laborers must comply with 40 U.S.C.§§ 3702 and 3704, as supplemented by Department of
Labor regulations (29 CFR Part 5). Under 40 U.S.C. §3702 of the Act, each contractor must
compute the wages of every mechanic and laborer on the basis of a standard work week of 40
hours. Work in excess of the standard work week is permissible provided that the worker is
compensated at a rate of not less than one and a half times the basic rate of pay for all hours
worked in excess of 40 hours in the work week. The requirements of 40 U.S.C. 3704 are
applicable to construction work and provide that no laborer or mechanic must be required to
work in surroundings or under working conditions which are unsanitary, hazardous or
dangerous. These requirements do not apply to the purchases of supplies or materials or articles
ordinarily available on the open market, or contracts for transportation or transmission of
intelligence.
C) Clean Air Act(42 U.S.C. 7401-7671q.) and the Federal Water Pollution Control Act
(33 U.S.C. 1251-1387). Contractor agrees to comply with all applicable standards, orders or
regulations issued pursuant to the Clean Air Act (42 U.S.C. §§7401-7671q) and the Federal
Water Pollution Control Act as amended (33 U.S.C. §§1251-1387) and will report violations
to FEMA and the Regional Office of the Environmental Protection Agency (EPA). The Clean
Air Act(42 U.S.C. 7401-7671q.)and the Federal Water Pollution Control Act(33 U.S.C. 1251-
1387), as amended—applies to Contracts and subgrants of amounts in excess of$150,000.
D)Americans with Disabilities Act of 1990, as amended(ADA)—The CONTRACTOR
will comply with all the requirements as imposed by the ADA, the regulations of the Federal
government issued thereunder, and the assurance by the CONTRACTOR pursuant thereto.
E) Compliance With Procurement Of Recovered Materials As Set Forth In 2 CFR §
200.323. - Contractor must comply with section 6002 of the Solid Waste Disposal Act, as
amended, by the Resource Conservation and Recovery Act. The requirements of Section 6002
include procuring only items designated in guidelines of the Environmental Protection Agency
(EPA) at 40 C.F.R part 247 that contain the highest percentage of recovered materials practicable,
consistent with maintaining a satisfactory level of competition, where the purchase price of the
item exceeds $10,000 or the value of the quantity acquired during the preceding fiscal year
exceeded $10,000; procuring solid waste management services in a manner that maximizes energy
and resource recovery; and establishing an affirmative procurement program for procurement of
recovered materials identified in the EPA guidelines. In the performance of this contract, the
Contractor shall make maximum use of products containing recovered materials that are EPA-
designated items unless the product cannot be acquired
1. Competitively within a timeframe providing for compliance with the contract
performance schedule;
2. Meeting contract performance requirements; or
3. At a reasonable price.
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Information about this requirement, along with the list of EPA-designated items, is available at
EPA's Comprehensive Procurement Guidelines web site,
https://www.epa.gov/smm/comprehensiveprocurement-guideline-cpg-program.
The Contractor also agrees to comply with all other applicable requirements of Section 6002 of
the Solid Waste Disposal Act.
F) Prohibition On Certain Telecommunications And Video Surveillance Services Or
Equipment As Set Forth In 2 CFR § 200.216. Recipients and subrecipients and their contractors
and subcontractors may not obligate or expend any federal funds to (1)Procure or obtain;
(2) Extend or renew a contract to procure or obtain; or(3)Enter into a contract(or extend or renew
a contract) to procure or obtain equipment, services, or systems that uses covered
telecommunications equipment or services as a substantial or essential component of any system,
or as critical technology as part of any system. As described in Public Law 115-232, section 889,
covered telecommunications equipment is telecommunications equipment produced by Huawei
Technologies Company or ZTE Corporation (or any subsidiary or affiliate of such entities).
(i) For the purpose of public safety, security of government facilities, physical security
surveillance of critical infrastructure, and other national security purposes, video surveillance and
telecommunications equipment produced by Hytera Communications Corporation, Hangzhou
Hikvision Digital Technology Company, or Dahua Technology Company (or any subsidiary or
affiliate of such entities).
(ii) Telecommunications or video surveillance services provided by such entities or using
such equipment.
(iii) Telecommunications or video surveillance equipment or services produced or
provided by an entity that the Secretary of Defense, in consultation with the Director of the
National Intelligence or the Director of the Federal Bureau of Investigation, reasonably believes
to be an entity owned or controlled by, or otherwise connected to, the government of a covered
foreign country.
G) Domestic Preference For Procurements As Set Forth In 2 CFR §200.322 - The County
and Contractor should, to the great extent practicable, provide a preference for the purchase,
acquisition, or use of goods, products, or materials produced in the United States (including but
not limited to iron, aluminum, steel, cement, and other manufactured products). These
requirements of this section must be included in all subawards including contracts and purchase
orders for work or products under federal award. For purposes of this section:
(1) "Produced in the United States" means, for iron and steel products, that all
manufacturing processes, from the initial melting stage through the application of coatings,
occurred in the United States.
(2) "Manufactured products" means items and construction materials composed in whole
or in part of non-ferrous metals such as aluminum; plastics and polymer-based products such as
polyvinyl chloride pipe; aggregates such as concrete; glass, including optical fiber; and lumber.
3217
H) Disadvantaged Business Enterprises (DBE) Policy And Obligation - It is the policy of
the County that DBE's, as defined in 49 C.F.R. Part 26, as amended, shall have the opportunity to
participate in the performance of contracts financed in whole or in part with County funds under
this Agreement. The DBE requirements of applicable federal and state laws and regulations apply
to this Agreement. The County and its Contractor agree to ensure that DBE's have the opportunity
to participate in the performance of this Agreement. In this regard, all recipients and contractors
shall take all necessary and reasonable steps in accordance with 2 C.F.R. § 200.321(as set forth in
detail below), applicable federal and state laws and regulations to ensure that the DBE's have the
opportunity to compete for and perform contracts. The County and the Contractor and
subcontractors shall not discriminate on the basis of race, color, national origin or sex in the award
and performance of contracts, entered pursuant to this Agreement.
2 C.F.R. § 200.321 CONTRACTING WITH SMALL AND MINORITY BUSINESSES,
WOMEN'S BUSINESS ENTERPRISES, AND LABOR SURPLUS AREA FIRMS
a. If the Contractor,with the funds authorized by this Agreement, seeks to subcontract
goods or services, then, in accordance with 2 C.F.R. §200.321, the Contractor shall take the
following affirmative steps to assure that minority businesses, women's business enterprises, and
labor surplus area firms are used whenever possible.
b. Affirmative steps must include:
(1) Placing qualified small and minority businesses and women's business enterprises on
solicitation lists;
(2) Assuring that small and minority businesses, and women's business enterprises are solicited
whenever they are potential sources;
(3) Dividing total requirements, when economically feasible, into smaller tasks or quantities to
permit maximum participation by small and minority businesses, and women's business
enterprises;
(4) Establishing delivery schedules,where the requirement permits,which encourage participation
by small and minority businesses, and women's business enterprises;
(5) Using the services and assistance, as appropriate, of such organizations as the Small Business
Administration and the Minority Business Development Agency of the Department of
Commerce.
(6) Requiring the Prime contractor,if subcontractor are to be let,to take the affirmative steps listed
in paragraph(1)through(5) of this section.
I) Energy Efficiency - Contractor will comply with the Energy Policy and Conservation
Act(P.L. 94-163; 42 U.S.C. 6201-6422) and with all mandatory standards and policies relating to
energy efficiency and the provisions of the state Energy Conservation Plan adopted pursuant
thereto.
3218
J) Access To Records - Contractor and their successors, transferees, assignees, and
subcontractors acknowledge and agree to comply with applicable provisions governing the
Department of Homeland Security (DHS) and the Federal Emergency Management Agency's
(FEMA) access to records, accounts, documents, information, facilities, and staff. Contractor
must;
1. Cooperate with any compliance review or complaint investigation conducted by DHS
2. Give DHS access to and the right to examine and copy records, accounts, and
other documents and sources of information related to the grant and permit
access to facilities, personnel, and other individuals and information as may be necessary,
as required by DHS regulations and other applicable laws or program guidance.
3. Submit timely, complete, and accurate reports to the appropriate DHS officials and
maintain appropriate backup documentation to support the reports.
K) DHS Seal, Logo And Flags - Contractor shall not use the Department of Homeland
Security seal(s), logos, crests, or reproduction of flags or likeness of DHS agency officials without
specific FEMA approval.
L) Changes To Contract - Contractor understands and agrees that any cost resulting from
a change or modification, change order, or constructive change of the agreement must be within
the scope of any Federal grant or cooperative agreement that may fund this Project and be
reasonable for the completion of the Project. Any contract change or modification, change order
or constructive change must be approved in writing by both the County and Contractor.
M) Compliance With Federal Law, Regulations, And Executive Orders - This is an
acknowledgement that FEMA financial assistance may be used to fund all or a portion of the
contract. The contractor will comply will all applicable Federal Law,regulations, executive orders,
FEMA policies, procedures, and directives.
N)No Obligation By Federal Government- The Federal Government is not a party to this
contract and is not subject to any obligations or liabilities to the County /non-Federal entity,
contractor, or any other party pertaining to any matter resulting from the contract.
O) Program Fraud And False Or Fraudulent Statements Or Related Acts - If applicable,
the contractor acknowledges that 31 U.S.C. Chap. 38 (Administrative Remedies for False Claims
and Statements) applies to the contractor's actions pertaining to this contract.
P) Binding Terms And Conditions - The Contractor is bound by the terms and conditions
of the Federally-Funded Subaward and Grant Agreement between County and the Florida Division
of Emergency Management (Division) found on the Monroe County web page through the
following link: http://www.monroecouM-fl.gov/DocumentCenter/View/22883/DEM-
Agreement
3219
Q) Hold Harmless - The Contractor shall hold the Division and County harmless against
all claims of whatever nature arising out of the Contractor's performance of work under this
Agreement, to the extent allowed and required by law.
3220
"General Decision Number: FL20230147 01/06/2023
Superseded General Decision Number: FL20220147
State: Florida
Construction Type: Highway
County: Monroe County in Florida.
HIGHWAY CONSTRUCTION PROJECTS
Note: Contracts subject to the Davis-Bacon Act are generally
required to pay at least the applicable minimum wage rate
required under Executive Order 14026 or Executive Order 13658.
Please note that these Executive Orders apply to covered
contracts entered into by the federal government that are
subject to the Davis-Bacon Act itself, but do not apply to
contracts subject only to the Davis-Bacon Related Acts,
including those set forth at 29 CFR 5.1(a)(2)-(60).
JIf the contract is entered Executive Order 14026
linto on or after January 30, generally applies to the
12022, or the contract is contract.
irenewed or extended (e.g., an The contractor must pay
loption is exercised) on or all covered workers at
after January 30, 2022: least $16.20 per hour (or
the applicable wage rate
listed on this wage
determination, if it is
higher) for all hours
spent performing on the
contract in 2023.
JIf the contract was awarded onl . Executive Order 13658
for between January 1, 2015 andl generally applies to the
January 29, 2022, and the contract.
contract is not renewed or The contractor must pay alli
lextended on or after January covered workers at least 1
130, 2022: 1 $12.15 per hour (or the
applicable wage rate listed)
on this wage determination, 1
if it is higher) for all
hours spent performing on
that contract in 2023. 1
1 1 1
The applicable Executive Order minimum wage rate will be
adjusted annually. If this contract is covered by one of the
Executive Orders and a classification considered necessary for
performance of work on the contract does not appear on this
wage determination, the contractor must still submit a
conformance request.
Additional information on contractor requirements and worker
protections under the Executive Orders is available at
http://www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 01/06/2023
ELEC0349-002 09/01/2021
3221
Rates Fringes
ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 37.61 11.72
----------------------------------------------------------------
SUFL2013-008 08/19/2013
Rates Fringes
CARPENTER, Includes Form Work. . . .$ 11.95 ** 1.44
CEMENT MASON/CONCRETE FINISHER. . .$ 13.65 ** 0.00
HIGHWAY/PARKING LOT STRIPING:
Operator (Striping Machine). . . . .$ 12.70 ** 0.00
HIGHWAY/PARKING LOT STRIPING:
Operator (Spray Nozzleman). . . . . . .$ 13.08 ** 0.00
INSTALLER - GUARDRAIL. . . . . . . . . . . .$ 14.44 ** 0.00
IRONWORKER, REINFORCING. . . . . . . . . .$ 13.85 ** 0.00
LABORER (Traffic Control
Specialist). . . . . . . . . . . . . . . . . . . . . .$ 12.17 ** 1.71
LABORER: Asphalt, Includes
Raker, Shoveler, Spreader and
Distributor. . . . . . . . . . . . . . . . . . . . . .$ 13.60 ** 0.00
LABORER: Common or General. . . . . .$ 11.96 ** 2.90
LABORER: Flagger. . . . . . . . . . . . . . . .$ 9.87 ** 0.00
LABORER: Grade Checker. . . . . . . . . .$ 11.45 ** 0.00
LABORER: Landscape &
Irrigation. . . . . . . . . . . . . . . . . . . . . . .$ 11.16 ** 0.00
LABORER: Pipelayer. . . . . . . . . . . . . .$ 12.68 ** 0.00
OPERATOR:
Backhoe/Excavator/Trackhoe. . . . . . .$ 17.20 0.00
OPERATOR: Bobcat/Skid
Steer/Skid Loader. . . . . . . . . . . . . . . .$ 11.60 ** 0.00
OPERATOR: Broom/Sweeper. . . . . . . . .$ 10.89 ** 0.00
OPERATOR: Bulldozer. . . . . . . . . . . . .$ 13.90 ** 0.00
OPERATOR: Crane. . . . . . . . . . . . . . . . .$ 17.83 0.00
OPERATOR: Forklift. . . . . . . . . . . . . .$ 11.03 ** 0.00
OPERATOR: Grader/Blade. . . . . . . . . .$ 16.08 ** 0.00
OPERATOR: Loader. . . . . . . . . . . . . . . .$ 16.59 0.00
OPERATOR: Mechanic. . . . . . . . . . . . . .$ 13.55 ** 0.00
OPERATOR: Milling Machine. . . . . . .$ 13.23 ** 0.00
OPERATOR: Oiler. . . . . . . . . . . . . . . . .$ 12.61 ** 0.00
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OPERATOR: Paver (Asphalt,
Aggregate, and Concrete). . . . . . . . .$ 18.17 0.00
OPERATOR: Roller. . . . . . . . . . . . . . . .$ 13.28 ** 2.39
OPERATOR: Screed. . . . . . . . . . . . . . . .$ 15.79 ** 0.00
OPERATOR: Trencher. . . . . . . . . . . . . .$ 16.00 ** 0.00
TRAFFIC SIGNALIZATION:
Traffic Signal Installation. . . . . .$ 19.03 0.00
TRUCK DRIVER: Dump Truck. . . . . . . .$ 12.66 ** 0.00
TRUCK DRIVER: Lowboy Truck. . . . . .$ 14.94 ** 0.00
TRUCK DRIVER: Water Truck. . . . . . .$ 13.05 ** 0.00
----------------------------------------------------------------
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
----------------------------------------------------------------
----------------------------------------------------------------
** Workers in this classification may be entitled to a higher
minimum wage under Executive Order 14026 ($16.20) or 13658
($12.15). Please see the Note at the top of the wage
determination for more information.
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave
for Federal Contractors applies to all contracts subject to the
Davis-Bacon Act for which the contract is awarded (and any
solicitation was issued) on or after January 1, 2017. If this
contract is covered by the EO, the contractor must provide
employees with 1 hour of paid sick leave for every 30 hours
they work, up to 56 hours of paid sick leave each year.
Employees must be permitted to use paid sick leave for their
own illness, injury or other health-related needs, including
preventive care; to assist a family member (or person who is
like family to the employee) who is ill, injured, or has other
health-related needs, including preventive care; or for reasons
resulting from, or to assist a family member (or person who is
like family to the employee) who is a victim of, domestic
violence, sexual assault, or stalking. Additional information
on contractor requirements and worker protections under the EO
is available at
https://www.dol.gov/agencies/whd/government-contracts.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii)).
----------------------------------------------------------------
The body of each wage determination lists the classification
and wage rates that have been found to be prevailing for the
cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical
order of ""identifiers"" that indicate whether the particular
rate is a union rate (current union negotiated rate for local),
a survey rate (weighted average rate) or a union average rate
(weighted union average rate).
3223
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed
in dotted lines beginning with characters other than ""SU"" or
""UAVG"" denotes that the union classification and rate were
prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of
the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198
indicates the local union number or district council number
where applicable, i.e., Plumbers Local 0198. The next number,
005 in the example, is an internal number used in processing
the wage determination. 07/01/2014 is the effective date of the
most current negotiated rate, which in this example is July 1,
2014.
Union prevailing wage rates are updated to reflect all rate
changes in the collective bargaining agreement (CBA) governing
this classification and rate.
Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that
no one rate prevailed for this classification in the survey and
the published rate is derived by computing a weighted average
rate based on all the rates reported in the survey for that
classification. As this weighted average rate includes all
rates reported in the survey, it may include both union and
non-union rates. Example: SULA2012-007 5/13/2014. SU indicates
the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates
the State of Louisiana. 2012 is the year of survey on which
these classifications and rates are based. The next number, 007
in the example, is an internal number used in producing the
wage determination. 5/13/2014 indicates the survey completion
date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a
new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate
that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the
classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The next number, 0010 in
the example, is an internal number used in producing the wage
determination. 08/29/2014 indicates the survey completion date
for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of
each year, to reflect a weighted average of the current
negotiated/CBA rate of the union locals from which the rate is
based.
----------------------------------------------------------------
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
3224
be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
National Office because National Office has responsibility for
the Davis-Bacon survey program. If the response from this
initial contact is not satisfactory, then the process described
in 2.) and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
----------------------------------------------------------------
END OF GENERAL DECISIO"
3225