PROPOSAL Report - Project 106773

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PROPOSAL REPORT

Project: 106773 Bid

Package: 1

Current Let: 10/22/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 11 County: Allegheny

SR/SEC/

Group ID: 0000/LOC/Liberty Avenue HSIP

Description

Design activities are limited to: Concrete Curb Ramps

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW C164A - a00164 CHANGES TO SPECIFICATIONS: SECTION 106 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 ... 18 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 G312A - a00312 Road Users Liquidated Damages (RULD) G501A - a00501 D11 Air Pollution Control G1601A - a01601 E.E.O. COVERED AREA G2302A - a02302 Worker Protection and Investment G2801A - a02801 LOCAL AUTHORITY CONTRACT--LOCAL LET G2903A - a02903 LOCALLY SPONSORED PROJECT REIMBURSEMENT PROCESS D29899A - a29899 QUALITY PLAN WITH QUALITY ASSURANCE REVIEW BY DEPARTMENT -

LOW BID DESIGN

G35445A - a35445 PGH - Clean Construction Diesel Operations Requirements G35651B - a35560 Final Structure Files 00 - a35565 Notice to Contractor G35565B - a35570 Requirements for Department Policies Special Provision G35721E - a35575 Resetting Segment Markers G35566A - a35580 Unmanned Aircraft System (UAS) Requirements S1050D - b01050 Section 105.14 - Borrow Areas, Waste Areas and Staging and Storing Areas S1071B - b01071 SECTION 107.22 - PREVAILING WAGE SPECIFICATIONS AND RATES S501A - b0501A Sections 501, 704 and 1042 - Concrete Wearing Surfaces SRL-H S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH S9001D - b09001D Section 901 S1001A - b1001a Section 1001 - Cement Concrete Structures S1040A - b1040a Sections 1040, 1042 and 1090 Cleaning and Preparing Repair Areas S11011B - b11011 PGH Section 101 - Abbreviations and Definitions of Terms S11020A - b11020 PGH Section 102 - Bidding Requirements and Conditions S11030B - b11030 PGH Section 103 - Award and Execution of Contract S11061A - b11061 PGH Section 106.01 - General S11063A - b11063 PGH Section 106.03 -Tests and Acceptance of Material S11070A - b11070 PGH Section 107 - Legal Relations and Responsibility to the Public S11071A - b11071 PGH Section 107.14 - Responsibility for Damage Claims S11072A - b11073 PGH Section 107.30 - Specific Equal Employment Opportunity Responsibilities ... 65 S11105A - b11105 PGH Section 110.05 - Current Estimate Payments 00 - c03010 Item 4301-0201 - H.E.S. Plain Cement Concrete Base Course, 6" Depth

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00 - c05012 Item 4501-0202 - Reinforced Cement Concrete Pavement, 10" Depth 00 - c06052 Item 4605-2850 - Standard Inlet Box, Height 00 - c06056 Item 4605-2862 - Type 6 Inlet Box, Height I6091L - c06091 ITEM 0609-0009 - EQUIPMENT PACKAGE 00 - c06761 Item 4676-0001 - Cement Concrete Sidewalk Modified 00 - c09013 Items 4901-0320 thru 0334 - Standard Pavement Markings 00 - c09101 Item 4910-0001 - Junction Boxes J.B.-1 Modified 00 - c09313 Item 4931-0003 - Post Mounted Signs, Type B, Steel Square Post Modified 00 - c09351 Item 4935-0001 - Post Mounted Signs, Type F Modified 00 - c09370 Item 4937-0300 - Flexible Delineator Post, Surface-Mount Type SM-1, White Post Modified

00 - c09510 Items 4951-0215 Thru 4600 - Traffic Signal Support 00 - c09521 Item 4952-1060 - Type 2070 Controller Assembly, Type 1 Mounting Modified 00 - c09542 Items 4954-0012/0013 - 2 Inch / 3 Inch Conduit Modified 00 - c09544 Item 4954-0152 - Trench and Backfill, Type II Modified 00 - c09545 Item 4954-0402 - Electrical Service, Type B Modified 00 - c09552 Items 4955-3208/3209 - Vehicular Signal Head, Three / Four 12" Sections Modified 00 - c09553 Item 4955-3722 - LED Countdown Pedestrian Signal Head, Type A Modified 00 - c09560 Item 4956-0700 - Video Detector Modified 00 - c09567 Item 4956-0790 - Accessible Pedestrian Signals Modified 00 - c09711 Item 4971-0001 - Remove Post Mounted Signs, Type B Modified D1072A - c89111 ITEM 8911-0001 - UTILITY RELOCATION INFORMATION FOR DESIGN/BUILD

PROJECTS

00 - c90002 Item 9000-0002 - Ethernet Switch 00 - c90003 Item 9000-0003 - Removal of Existing Pole 00 - c90005 Item 9000-0005 - Green MMA Pavement Markings 00 - c90006 Item 9000-0006 - Temporary Traffic Signal I90008A - c90008 Item 9000-0008 - Concrete Pipe Collar 00 - c90009 Item 9000-0009 - Street Name Signs, City Standard 00 - c90018 Item 9000-0018 - Green Bike Box 00 - c90019 Item 9000-0019 - White Hot Thermoplastic Legend, "Chevron", 6'-0" X 4'-0" 00 - c90020 Item 9000-0020 - Concrete Deep Curb, City Standard, 4" Reveal 00 - c90021 Item 9000-0021 - Concrete Deep Curb, City Standard, 7" Reveal 00 - c90022 Item 9000-0022 - Fire Hydrant Relocation 00 - c90023 Item 9000-0023 - Remove Junction Box 00 - c90024 Item 9000-0024 - Wireless Broadband Radio 00 - c90026 Item 9000-0026 - Hydro Excavation for Traffic Signal Pole Foundations 00 - c90027 Item 9000-0027 - Rebuild Existing Catch Basin with Manhole Top 00 - c90028 Item 9000-0028 - PWSA Storm Inlet, Type 1 Modified 00 - c90029 Item 9000-0029 - PWSA Storm Inlet, Type 1 Modified with 10' Long Box 00 - c90031 Item 9000-0031 - Remove Existing Inlet/Catch Basin

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00 - c90040 Item 9000-0040 - PWSA 72" Diameter Manhole 00 - c90050 Item 9000-0050 - Complete Removal of Existing Foundation 00 - c90051 Item 9000-0051 - Relocate Existing Wireless Broadband Radio 00 - c90052 Item 9000-0052 - White Hot Thermoplastic Legend, "Yield to Peds", 3'-0" X 5'-0" 00 - c90053 Item 9000-0053 - Traffic Signal Timings 00 - c90054 Item 9000-0054 - Maintenance and Protection of Pedestrian and Bicycle Traffic 00 - c90055 Item 9000-0055 - Maintenance of Project 00 - c90201 Item 9000-0201 - Pole Foundation, Type S 00 - c90202 Item 9000-0202 - L.E.D. Arm-Mounted Luminaire, 25,082 Lumens 00 - c90203 Item 9000-0203 - L.E.D. Arm-Mounted Luminaire, 30,771 Lumens 00 - c90204 Item 9000-0204 - Electric Service, Street Lighting on Wood Pole 00 - c90205 Item 9000-0205 - Preassembled Aerial Cable, AWG 8, 3 Conductor Copper with Messenger

00 - c90206 Item 9000-0206 - L.E.D. Arm-Mounted Luminaire, 11,470 Lumens 00 - c90207 Item 9000-0207 - L.E.D. Arm-Mounted Luminaire, 14,771 Lumens 00 - c90208 Item 9000-0208 - Electrical Service, Type B, Modified 00 - c90209 Item 9000-0209 - Electric Service, Street Lighting on Trolley Pole 00 - c90210 Item 9000-0210 - Remove Existing Street Lighting Bracket and Luminaire I90250A - c90250 D11 Item 9000-0250 - Locate Existing Underground Facilities 00 - c90410 Items 9000-4107/4108 - Traffic Signal Support I68C - c95101 ITEM 9000-5101 - ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION AGGREGATE

I70C - c95103 ITEM 9000-5103 - ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION CONCRETE

I96056A - c96057 Item 9000-6057 - Core Hole in Inlet Box, 15" to 24" Diameter Pipe I6061A - c96061 D11 Item 9000-6061 - Grade Adjustment of Municipality's Existing Valve Box, Adjustment Only

I6062A - c96062 D11 Item 9000-6062 - Grade Adjustment of Municipality's Existing Valve Box, Material Only

I6063A - c96063 Item 9000-6063 - Grade Adjustment of Municipality's Existing Manholes, Adjustment Only

I6064A - c96064 Item 9000-6064 - Grade Adjustment of Municipality's Existing Manholes, Material Only

I9011B - c99011 D11 Item 9000-9011 - Off-Duty Uniformed Police Officer 00 - c99607 Item 9607-0101 - Rebuild PWSA Water Box D29908A - c99694 ITEM 9694-0001 - DESIGN OF CONCRETE CURB RAMPS [by QUADRANT] 00 - c99953 Item 9955-3208 - Reset and Add Backplates to Vehicular Signal Head, Three 12" Sections City

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BID PACKAGE SUMMARY

Project: 106773 Bid Package: 1

Project Type: Municipal Posted:

Federal Project Status: PENNDOT Oversight Non-NHS State Type of Work: MISCELLANEOUS REHABILITATION WORK

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-1

Scheduled Let: 10/22/2026 11:00:00 AM Project Cost Range: $10,000,000.00 - $12,499,999.99 Anticipated NTP: 12/28/2026 Structure Work: 0.00%

Required Completion: 10/23/2029 DBE: 0% Wage Rates: Yes

Description:

Design activities are limited to: Concrete Curb Ramps. Update traffic signal infrastructure and improve safety for people walking, crossing, driving, and taking public transit along Liberty Avenue. Improvements include: a road diet along Liberty Avenue, adequately sized travel lanes, signal upgrades with pedestrian accommodations and equipment, updated ADA accommodations, improved crosswalks, new signing and pavement markings, associated sidewalk construction, lighting enhancements, milling and resurfacing, and other miscellaneous construction, all within a length of 9,990 linear feet (1.875 miles) as indicated on the approved drawings included in the bid package for LIBERTY AVENUE HSIP, GRANT STREET TO HERRON AVE, in ALLEGHENY COUNTY, CITY OF PITTSBURGH, Commonwealth of Pennsylvania.This project being situated as follows: From a point along Liberty Avenue (City of Pittsburgh) at the intersection with 11th Street at Station 103+50 to a point approximately 9900 feet east along Liberty Avenue (City of Pittsburgh) to the intersection with Herron Avenue at Station 202+50.

Additional Information:

This is an ECMS project. All Addenda will be electronically posted.The location of the public bid opening is the Commonwealth Keystone Building, 7th Floor, Contract Awards Room, 400 North Street, Harrisburg. Allow sufficient time before the bid opening to obtain a visitor pass on the 5th Floor and to be escorted to the 7th Floor Contract Awards Room.

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PROJECT ITEMS AND QUANTITIES

Alt Item Work Class Code Unit Of

Measure Quantity Unit Price PDP Spec

Prov Add Action

0203-0001 C Cubic Yard 2,444.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 5,971.0000 N

SAW CUTTING

0205-0100 C1 Cubic Yard 74.0000 N

FOREIGN BORROW EXCAVATION

0212-0001 C3, H, M2 Linear Foot 88.0000 N

GEOTEXTILE, CLASS 1

4301-0201 D Square Yard 2,585.0000 N Proj

H.E.S. PLAIN CEMENT CONCRETE BASE COURSE, 6" DEPTH

0350-0121 C, E Ton 829.0000 N

SUBBASE (NO. 2A)

0413-0383 F Square Yard 41,902.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64E-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, 1 1/2"

DEPTH, SRL-H

0413-1024 F Ton 1,136.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (SCRATCH), PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5

MM MIX, SRL-L

0413-6070 F Square Yard 41,902.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64E-22, 0.3 TO < 3 MILLION ESALS, 19.0 MM MIX, 2 1/2"

DEPTH

0413-9999 X Dollar 30,000.0000 $1.00 Y

PERCENT WITHIN LIMITS (PWL) LOT INCENTIVE/DISINCENTIVE

0460-0001 F4 Square Yard 120,806.0000 N

ASPHALT TACK COAT

0467-0002 F2 Linear Foot 5,937.0000 N

HEAVY DUTY MEMBRANES 12" WIDTH

0467-0003 F2 Linear Foot 21,212.0000 N

HEAVY DUTY MEMBRANES 18" WIDTH

0491-0019 F3 Square Yard 40,252.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

4501-0202 G Square Yard 367.0000 N Proj

REINFORCED CEMENT CONCRETE PAVEMENT, 10" DEPTH

0601-0311 H Linear Foot 4.0000 N

12" THERMOPLASTIC PIPE, GROUP I, 15'-1.5' FILL

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0601-7507 H Linear Foot 220.0000 N

15" REINFORCED CONCRETE PIPE, TYPE A, 15' - 3' FILL, SHORE/TRENCH BOX

E 0601-7511 H Linear Foot 176.0000 N 18" REINFORCED CONCRETE PIPE, TYPE A, 15' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

O 0601-9393 H Linear Foot 176.0000 N 18" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 14 GAGE

4605-2850 K Each 1.0000 N Proj

STANDARD INLET BOX, HEIGHT < /= 10' MODIFIED

4605-2862 K Each 1.0000 N Proj

TYPE 6 INLET BOX, HEIGHT < /= 10' MODIFIED

0605-5731 K Set 1.0000 N TYPE C ALTERNATE CONCRETE TOP UNIT, 4" CURB HEIGHT, TYPE C FRAME AND BICYCLE SAFE GRATE

0606-0050 C1, K Set 1.0000 N

GRADE ADJUSTMENT OF EXISTING INLETS

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0003 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE B

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

0610-1002 H2 Linear Foot 8.0000 N

8" PIPE UNDERDRAIN, TYPE II BACKFILL

0610-7001 H2 Linear Foot 80.0000 N

4" PAVEMENT BASE DRAIN

0633-0200 K Linear Foot 128.0000 N

PLAIN CONCRETE MOUNTABLE CURB, TYPE A

4676-0001 K Square Yard 3,829.0000 N Proj

CEMENT CONCRETE SIDEWALK MODIFIED

0686-0030 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE B, MODIFIED

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0002 X Dollar 5,000.0000 $1.00 Y

SEMI-FORMAL FACILITATION

E 0695-0002 K Square Foot 874.0000 N

DETECTABLE WARNING SURFACE, CAST IRON

O 0695-0003 K Square Foot 874.0000 N

DETECTABLE WARNING SURFACE, POLYMER CONCRETE

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O 0695-0004 K Square Foot 874.0000 N

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE

0802-0001 C1, M Cubic Yard 12.0000 N

TOPSOIL FURNISHED AND PLACED

0805-0015 M3 Square Yard 103.0000 N

MULCHING - SHREDDED BARK

0810-0052 A, M1 Each 2.0000 N

SELECTIVE TREE REMOVAL

0845-0001 M2 Dollar 5,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

0855-0003 M2 Each 11.0000 N

PUMPED WATER FILTER BAG

0867-0012 M2 Linear Foot 500.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0901-0001 Q Lump Sum 1.0000 N

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0203 Q Each 2.0000 N

ARROW PANEL

0901-0231 Q Day 350.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0232 Q Day 350.0000 N

ADDITIONAL WARNING LIGHTS, TYPE C

0901-0240 Q, R Square Foot 1,000.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

4901-0320 O Linear Foot 36,560.0000 N Proj

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW MODIFIED

4901-0331 O Linear Foot 18,280.0000 N Proj

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE MODIFIED

4901-0334 O Linear Foot 396.0000 N Proj

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE MODIFIED

0901-0450 Q Each 2.0000 N

3-LINE CHANGEABLE MESSAGE SIGN WITH TELECOMMUNICATIONS

4910-0001 C1, P8 Each 8.0000 N Proj

JUNCTION BOXES J.B.-1 MODIFIED

0910-1042 P8 Each 64.0000 N

ALUMINUM LIGHTING POLE WITH 6-FOOT BRACKET ARM (30-FOOT MOUNTING HEIGHT) TYPE A

0910-1048 P8 Each 2.0000 N

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ALUMINUM LIGHTING POLE WITH 12-FOOT BRACKET ARM (30-FOOT MOUNTING HEIGHT) TYPE A

0910-2002 P8 Each 5.0000 N

6-FOOT BRACKET ARM

0910-4066 P8 Linear Foot 1,850.0000 N

AWG 8 ABOVE GROUND CABLE, COPPER, 1 CONDUCTOR

0910-4116 P8 Linear Foot 399.0000 N

AWG 8 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-7210 P8 Lump Sum 1.0000 N

TESTING OF ENTIRE LIGHTING SYSTEM

4931-0003 R Square Foot 243.0000 N Proj

POST MOUNTED SIGNS, TYPE B, STEEL SQUARE POST MODIFIED

4935-0001 R Square Foot 435.0000 N Proj

POST MOUNTED SIGNS, TYPE F MODIFIED

0935-0424 P Each 2.0000 N RECTANGULAR RAPID FLASHING BEACON ASSEMBLY WITH ACCESSIBLE PEDESTRIAN SIGNAL (DOUBLE SIDED)

0936-0200 R Square Foot 367.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS

4937-0300 R Each 14.0000 N Proj FLEXIBLE DELINEATOR POST, SURFACE-MOUNT TYPE SM-1, WHITE POST WITH WHITE SHEETING MODIFIED

0941-0001 R Each 3.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0945-0001 R Each 6.0000 N

RESET POST MOUNTED SIGNS, TYPE F

0950-0002 P Dollar 50,000.0000 $1.00 Y

UNFORESEEN TRAFFIC SIGNAL WORK

4951-0215 P Each 1.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 15' MAST ARM, POWDER COATED MODIFIED

4951-0220 P Each 4.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 20' MAST ARM, POWDER COATED MODIFIED

4951-0225 P Each 2.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 25' MAST ARM, POWDER COATED MODIFIED

4951-0230 P Each 5.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 30' MAST ARM, POWDER COATED MODIFIED

4951-0235 P Each 4.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 35' MAST ARM, POWDER COATED MODIFIED

4951-0245 P Each 1.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 45' MAST ARM, POWDER COATED MODIFIED

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4951-2215 P Each 1.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 15' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

MODIFIED

4951-2220 P Each 2.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 20' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

4951-2225 P Each 3.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 25' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

4951-2230 P Each 3.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 30' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

4951-2235 P Each 1.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 35' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

4951-2240 P Each 1.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 40' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

4951-4600 P Each 1.0000 N Proj

TRAFFIC SIGNAL SUPPORT, STRAIN POLE, 1,000 POUNDS DESIGN TENSION, POWDER COATED MODIFIED

4952-1060 P Each 8.0000 N Proj

TYPE 2070 CONTROLLER ASSEMBLY, TYPE 1 MOUNTING MODIFIED

4954-0012 P8 Linear Foot 258.0000 N Proj

2 INCH CONDUIT MODIFIED

4954-0013 P8 Linear Foot 262.0000 N Proj

3 INCH CONDUIT MODIFIED

4954-0152 C1, P8 Linear Foot 150.0000 N Proj

TRENCH AND BACKFILL, TYPE II MODIFIED

0954-0201 P8 Linear Foot 952.0000 N

SIGNAL CABLE, 14 AWG, 3 CONDUCTOR

0954-0202 P8 Linear Foot 3,872.0000 N

SIGNAL CABLE, 14 AWG, 5 CONDUCTOR

0954-0203 P8 Linear Foot 5,545.0000 N

SIGNAL CABLE, 14 AWG, 7 CONDUCTOR

4954-0402 P8 Each 8.0000 N Proj

ELECTRICAL SERVICE, TYPE B MODIFIED

4955-3208 P Each 56.0000 N Proj

VEHICULAR SIGNAL HEAD, THREE 12" SECTIONS MODIFIED

4955-3209 P Each 15.0000 N Proj

VEHICULAR SIGNAL HEAD, FOUR 12" SECTIONS MODIFIED

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4955-3722 P Each 51.0000 N Proj

LED COUNTDOWN PEDESTRIAN SIGNAL HEAD, TYPE A MODIFIED

4956-0700 P Each 31.0000 N Proj

VIDEO DETECTOR MODIFIED

4956-0790 P Each 56.0000 N Proj

ACCESSIBLE PEDESTRIAN SIGNALS MODIFIED

0960-0002 O2 Linear Foot 23,462.0000 N

4" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0005 O2 Linear Foot 20,810.0000 N

6" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0006 O2 Linear Foot 604.0000 N

6" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0011 O2 Linear Foot 911.0000 N

12" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0012 O2 Linear Foot 5,438.0000 N

12" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0021 O2 Linear Foot 3,108.0000 N

24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0222 O2 Each 5.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "RIGHT ARROW", 12' - 0" X 3' - 0"

0960-0224 O2 Each 53.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "LEFT ARROW", 12' - 0" X 3' - 0"

0960-0430 O2 Each 19.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "BIKE", 6' - 0"

0960-0432 O2 Each 16.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "STRAIGHT ARROW", 6' - 0" X 1' -8"

0963-0001 O2, O3 Square Foot 30,640.0000 N

PAVEMENT MARKING REMOVAL

0964-0021 O Linear Foot 283.0000 N

24" WHITE EPOXY PAVEMENT MARKINGS

4971-0001 R Each 8.0000 N Proj

REMOVE POST MOUNTED SIGNS, TYPE B MODIFIED

8911-0001 X Lump Sum 1.0000 N Std

UTILITY RELOCATION INFORMATION FOR DESIGN/BUILD PROJECTS

9000-0002 P7 Each 8.0000 N Proj

ETHERNET SWITCH

9000-0003 P8 Each 119.0000 N Proj

REMOVAL OF EXISTING POLE

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9000-0005 O Square Foot 945.0000 N Proj

GREEN MMA PAVEMENT MARKINGS

9000-0006 P, Q Dollar 30,000.0000 $1.00 Y Proj

TEMPORARY TRAFFIC SIGNAL

9000-0008 H Cubic Yard 8.0000 N Std

CONCRETE PIPE COLLAR

9000-0009 R Square Foot 296.0000 N Proj

STREET NAME SIGNS, CITY STANDARD

9000-0018 O2 Each 1.0000 N Proj

GREEN BIKE BOX

9000-0020 K Linear Foot 3,760.0000 N Proj

CONCRETE DEEP CURB, CITY STANDARD, 4" REVEAL

9000-0021 K Linear Foot 199.0000 N Proj

CONCRETE DEEP CURB, CITY STANDARD, 7" REVEAL

9000-0022 H Each 2.0000 N Proj

FIRE HYDRANT RELOCATION

9000-0023 P8 Each 1.0000 N Proj

REMOVE JUNCTION BOX

9000-0024 P4 Each 14.0000 N Proj

WIRELESS BROADBAND RADIO

9000-0026 C1 Dollar 50,000.0000 $1.00 Y Proj

HYDRO EXCAVATION FOR TRAFFIC SIGNAL POLE FOUNDATIONS

9000-0027 K Each 10.0000 N Proj

REBUILD EXISTING CATCH BASIN WITH MANHOLE TOP

9000-0028 K Each 15.0000 N Proj

PWSA STORM INLET, TYPE 1 MODIFIED

9000-0029 K Each 1.0000 N Proj

PWSA STORM INLET, TYPE 1 MODIFIED WITH 10' LONG BOX

9000-0031 K Each 8.0000 N Proj

REMOVE EXISTING INLET/CATCH BASIN

9000-0040 K Each 3.0000 N Proj

PWSA 72" DIAMETER MANHOLE

9000-0050 P8 Each 1.0000 N Proj

COMPLETE REMOVAL OF EXISTING POLE FOUNDATION

9000-0051 P4 Lump Sum 1.0000 N Proj

RELOCATE EXISTING WIRELESS BROADBAND RADIO

9000-0052 O2 Each 1.0000 N Proj

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WHITE HOT THERMOPLASTIC LEGEND, "YIELD TO PEDS", 3'-0" X 5'-0"

9000-0053 P Lump Sum 1.0000 N Proj

TRAFFIC SIGNAL TIMINGS

9000-0054 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF PEDESTRIAN AND BICYCLE TRAFFIC

9000-0055 F, F1 Dollar 10,000.0000 $1.00 Y Proj

MAINTENANCE OF PROJECT

9000-0201 P8 Each 66.0000 N Proj

POLE FOUNDATION, TYPE S

9000-0202 P8 Each 5.0000 N Proj

L.E.D. ARM-MOUNTED LUMINAIRE, 25,082 LUMENS

9000-0203 P8 Each 2.0000 N Proj

L.E.D. ARM-MOUNTED LUMINAIRE, 30,771 LUMENS

9000-0204 P, P8 Each 4.0000 N Proj

ELECTRIC SERVICE, STREET LIGHTING ON WOOD POLE

9000-0205 P8 Linear Foot 8,400.0000 N Proj

PREASSEMBLED AERIAL CABLE, AWG 8, 3 CONDUCTOR COPPER WITH MESSENGER

9000-0206 P8 Each 15.0000 N Proj

L.E.D. ARM-MOUNTED LUMINAIRE, 11,470 LUMENS

9000-0207 P8 Each 60.0000 N Proj

L.E.D. ARM-MOUNTED LUMINAIRE, 14,771 LUMENS

9000-0208 P8 Each 13.0000 N Proj

ELECTRIC SERVICE, TYPE B, MODIFIED

9000-0209 P8 Each 1.0000 N Proj

ELECTRICAL SERVICE, STREET LIGHTING ON TROLLEY POLE

9000-0210 P8 Each 2.0000 N Proj

REMOVE EXISTING STREET LIGHTING BRACKET AND LUMINAIRE

9000-0250 C1 Dollar 1,000.0000 $1.00 Y Std

LOCATE EXISITNG UNDERGROUND FACILITIES

9000-4107 P Each 1.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 15' TYPE X, POWDER COATED, CITY STANDARD

9000-4108 P Each 3.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 19' TYPE X, POWDER COATED, CITY STANDARD

9000-5101 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION AGGREGATE

9000-5103 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION CONCRETE

September 10, 2026 14:16:47 PM Page 14 of 135

9000-6057 K Each 9.0000 N Std

CORE HOLE IN INLET BOX, 15" TO 24" DIAMETER PIPE

9000-6061 K Each 51.0000 N Std

GRADE ADJUSTMENT OF MUNICIPALITY'S EXISTING VALVE BOX, ADJUSTMENT ONLY

9000-6062 K Set 51.0000 N Std

GRADE ADJUSTMENT OF MUNICIPALITY'S EXISTING VALVE BOX, MATERIAL ONLY

9000-6063 K Each 18.0000 N Std

GRADE ADJUSTMENT OF MUNICIPALITY'S EXISTING MANHOLES, ADJUSTMENT ONLY

9000-6064 K Set 18.0000 N Std

GRADE ADJUSTMENT OF MUNICIPALITY'S EXISTING MANHOLES, MATERIAL ONLY

9000-9011 X Dollar 60,000.0000 $1.00 Y Std

OFF DUTY UNIFORMED POLICE OFFICER

9607-0101 K Each 2.0000 N Proj

REBUILD PWSA WATER BOX

9694-0001 X Each 53.0000 N Std

DESIGN OF CONCRETE CURB RAMPS (BY QUADRANT)

9955-3208 P Each 10.0000 N Proj RESET AND ADD BACKPLATES TO VEHICULAR SIGNAL HEAD, THREE 12" SECTIONS CITY STANDARD

September 10, 2026 14:16:47 PM Page 15 of 135

SPECIAL PROVISIONS

Special Provision: G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) Addendum:

Action:

Item(s) Associated:

Header:

APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL)

Provision Body:

APPLICABLE DESIGNATED SPECIAL PROVISIONS. The following Designated Special Provisions are found in Appendix C and apply to this bid proposal.

DSP7. Disadvantaged Business Enterprise (DBE) Requirements for Federally-funded Construction Projects.

DSP8. F.A.R. - Required Contract Provisions Federal-Aid Construction Contracts FHWA-1273 (Revised October 23, 2023). Also attached to the Proposal/Contract.

DSP9. Special Supplement - Anti-Pollution Measures - August 26, 1999.

DSP12. Executive Order 11246, with Appendix A and B.

DSP13. Buy America.

DSP15. Commonwealth Standard Terms and Conditions.

DSP16. Lobbying Certification Form. (Form is located in ECMS File Cabinet and must be completed and uploaded to the Contractor Checklist in ECMS).

DSP17. Federal Audit Clause.

DSP19. The United States Department of Transportation (USDOT) Standard Title VI/Non-Discrimination Assurances.

DSP20. FAR 52.240-1 Prohibition on Unmanned Aircraft Systems Manufactured or Assembled by American Security Drone Act- Covered Foreign Entities.

Project Specific Details:

Special Provision: G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW Addendum:

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Provision Body:

September 10, 2026 14:16:47 PM Page 16 of 135

I. Contract Provisions – Right to Know Law 8-K-1532

a. The Pennsylvania Right-to-Know Law (RTKL), 65 P.S. §§ 67.101-3104, applies to this Contract.

b. If the Department needs assistance in any matter arising out of the RTKL related to this Contract, the Department will notify the Contractor using the legal contact information provided in this Contract. The Contractor, at any time, may designate a different contact for such purpose upon reasonable prior written notice to the Department.

c. Upon written notification from the Department that it requires assistance in responding to a request under the RTKL for information related to this Contract that may be in the Contractor’s possession, constituting, or alleged to constitute, a public record in accordance with the RTKL (“Requested Information”), the Contractor will:

1. Provide the Department, within 10 calendar days after receipt of written notification, access to, and copies of, any document or information in the Contractor’s possession arising out of this Contract that the Department reasonably believes is Requested Information and may be a public record under the RTKL; and

2. Provide such other assistance as the Department may reasonably request, in order to comply with the RTKL with respect to this Contract.

d. If the Contractor considers the Requested Information to include a request for a Trade Secret or Confidential Proprietary Information, as those terms are defined by the RTKL, or other information that the Contractor considers exempt from production under the RTKL, notify the Department and provide, within 7 calendar days of receiving the written notification, a written statement signed by a representative of the Contractor explaining why the requested material is exempt from public disclosure under the RTKL.

e. The Department will rely upon the written statement from the Contractor in denying a RTKL request for the Requested Information unless the Department determines that the Requested Information is clearly not protected from disclosure under the RTKL. Should the Department determine that the Requested Information is clearly not exempt from disclosure, provide the Requested Information within 7 calendar days of receipt of written notification of the Department’s determination.

f. Failing to provide the Requested Information within the time period required by these provisions, indemnify and hold the Department harmless for any damages, penalties, costs, detriment or harm that the Department may incur as a result of this failure, including any statutory damages assessed against the Department.

g. The Department will reimburse the Contractor for any costs associated with complying with these provisions only to the extent allowed under the fee schedule established by the Office of Open Records or as otherwise provided by the RTKL if the fee schedule is inapplicable.

h. The Contractor may file a legal challenge to any Department decision to release a record to the public with the Office of Open Records, or in the Pennsylvania Courts, however, indemnify the Department for any legal expenses incurred by the Department as a result of such a challenge and hold the Department harmless for any damages, penalties, costs, detriment or harm that the Department may incur as a result of the failure, including any statutory damages assessed against the Department, regardless of the outcome of such legal challenge. As between the parties, agree to waive all rights or remedies that may be available as a result of the Department’s disclosure of Requested information pursuant to the RTKL.

i. The Contractor’s duties relating to the RTKL are continuing duties that survive the expiration of this Contract and continue as long as the Requested Information remains in the Contractor's possession.

Special Provision: C164A - a00164 CHANGES TO SPECIFICATIONS: SECTION 106

September 10, 2026 14:16:47 PM Page 17 of 135

Header:

CHANGES TO SPECIFICATIONS: SECTION 106

Provision Body:

SECTION 106—CONTROL OF MATERIAL

106.10(a) Buy America Provisions. Revise last paragraph to read as follows:

Products manufactured of foreign steel or iron materials may be used, provided the cumulative cost of such products as they are delivered to the project does not exceed 0.1% of the total contract amount, or $2,500, whichever is greater.

Add 106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS.

106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS—

(a) Build America, Buy America Act. The Federal Bipartisan Infrastructure Law (Public Law 117-58) includes the Build America, Buy America Act that requires all iron, steel, manufactured products, and construction materials used to be produced in the United States.

The term produced in the United States defined as:

1. Iron or Steel Products. All manufacturing processes from the initial melting stage through the application of coatings occurred in the United States according to Section 106.10(a).

2. Manufactured Product. Final assembly of all manufactured products permanently incorporated into the project must be manufactured in the United States.

2.a A manufactured product, not predominantly steel or iron, is defined as an article, material, or supply that has been processed into a specific form and shape, or combined with other articles, materials, or supplies to create a product with different properties than the individual articles, materials, or supplies.

2.b Predominantly steel or iron is defined as greater than or equal to 50 percent of the total cost of the manufactured product.

2.c Manufactured products that are predominantly steel or iron must comply with Buy America provisions according to Section 106.10(a).

2.d If an article, material, or supply meets this definition but could also be classified as an excluded material or other product category, that article, material, or supply is not a manufactured product.

2.e Mixtures of excluded materials delivered to a work site without final form for incorporation into a project are also not manufactured products.

2.f Manufactured products where the final assembly did not occur in the United States may be used, provided the cumulative cost of such manufactured products is no more than the lesser of $1 million or 5% of total applicable costs for the project.

3. Construction Materials.

3.a All manufacturing processes for construction materials occurred in the United States.

3.b Construction materials includes an article, material, or supply that is or consists primarily of:

non-ferrous metals, plastic and polymer-based products including polyvinylchloride, composite building materials, and polymers used in fiber optic cables, glass including optic glass, lumber, or drywall

September 10, 2026 14:16:47 PM Page 18 of 135

Items that consist of two or more of the listed materials that have been combined together through a manufacturing process, and items that include at least one of the listed materials combined with a material that is not listed through a manufacturing process, should be treated as manufactured products, rather than as construction materials.

3.c Limitation with Respect to Aggregates. Shall not include cement and cementitious materials, aggregates such as stone, sand, or gravel, or aggregate binding agents or additives.

3.d Construction materials where all manufacturing processes did not occur in the United States may be used, provided the cumulative cost of such construction materials is no more than the lesser of $1 million of 5% of total applicable costs for the project.

Special Provision: C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413

Addendum:

CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413

Provision Body:

SECTION 313—SUPERPAVE ASPHALT MIXTURE DESIGN, STANDARD CONSTRUCTION, BASE COURSE

Section 313.3(m) Tests for Depth. Revise to read as follows:

(m) Tests for Depth.

(m) Tests for Depth. Replace with the following:

Control the loose depth of each layer to construct the base course to the compacted depth indicated and within the specified tolerance. On the top lift and in the presence of the Inspector, drill full-depth cores at one random location selected by the Inspector according to PTM No. 1 in each 3,000 square yards of completed base course and at other locations the Inspector suspects are deficient. After the Inspector completes depth measurements, backfill, compact, and seal core holes with the mixture used to construct the course.

The Inspector will measure the full-depth cores according to PTM No. 737. Pavement deficient in depth by 1/2 inch or more and that cannot be satisfactorily corrected is defective. Immediately delineate the limits of pavement deficient in depth from the core location by proceeding longitudinally, forward and backward, obtaining additional pavement cores every 50 feet until the depth is less than 1/2 inch deficient of the design depth. The defective course will be the full width of the affected lane.

SECTION 314—SUPERPAVE ASPHALT MIXTURE DESIGN, STANDARD CONSTRUCTION, ASPHALT RICH BASE COURSE

Section 314.3(m) Tests for Depth. Revise to read as follows:

(m) Tests for Depth.

(m) Tests for Depth. Replace with the following:

Control the loose depth of each layer to construct the ARBC to the compacted depth indicated and within the specified tolerance. In the presence of the Inspector, drill full-depth cores at one random location selected by the Inspector according to PTM No. 1 in each 3,000 square yards of completed ARBC and at other locations the Inspector suspects are deficient. After the Inspector completes depth measurements, backfill, compact, and seal core holes with ARBC.

September 10, 2026 14:16:47 PM Page 19 of 135

The Inspector will measure the full-depth cores according to PTM No. 737. Pavement deficient in depth by 1/2 inch or more and that cannot be satisfactorily corrected is defective. Immediately delineate the limits of pavement deficient in depth from the core location by proceeding longitudinally, forward and backward, obtaining additional pavement cores every 50 feet until the depth is less than 1/2 inch deficient of the design depth. The defective course will be the full width of the affected lane.

SECTION 360—ASPHALT TREATED PERMEABLE BASE COURSE

Section 360.2(e)3. Production. Revise to read as follows:

3. Production. During the first day of production, take at least three asphalt content and gradation tests to verify the mixture conforms to the JMF. After the first day, perform tests for asphalt content and aggregate gradation according to the QC Plan and PTM No. 1. Produce ATPBC conforming to the gradation requirements in Table A and with an asphalt content within 0.8% of the JMF (n=1). Ensure the aggregate is uniformly coated with asphalt and no runoff of excess asphalt is observed.

Section 360.3(m). Tests for Depth. Revise to read as follows:

(m) Tests for Depth: Binder and Wearing Courses. Replace with the following:

Carefully dig or drill one random 6-inch diameter test hole selected by the Representative according to PTM No. 1 to the full depth of the ATPBC for each 3,000 square yards, or less, of completed base course. The Representative may require additional test holes in areas the Representative suspects are deficient in depth. The Representative will measure the depth of the base course. Using material acceptable to the Representative, backfill the test holes and compact the material to fill the test hole flush with the completed base course.

ATPBC deficient in depth by 1/2 inch or more is defective. Immediately delineate the limits of ATPBC deficient in depth from the location by proceeding longitudinally, forward and backward, obtaining additional test holes every 50 feet until the depth is less than 1/2 inch deficient of the indicated depth. The defective course will be the full width of the affected lane.

SECTION 410—SUPERPAVE MIXTURE DESIGN, STANDARD AND RPS CONSTRUCTION OF PLANT-MIXED ASPHALT FINE-

GRADED COURSES

Section 410.3. CONSTRUCTION. Revise to read as follows:

410.3 CONSTRUCTION—Section 413.3 using the test procedures, limits, and tolerances for a 9.5 mm nominal maximum aggregate size mixture except where procedures, limits and tolerances are specifically indicated for a 9.5 mm fine-graded nominal maximum aggregate size mixture and as modified as follows:

Revise Table G to include 9.5 mm Fine Grade Wearing Course as follows:

TABLE G

Mixture Minimum Indicated Compacted Depths

Mixture Minimum Depth

9.5 mm Fine Grade Wearing Course 1 inch SECTION 412—SUPERPAVE MIXTURE DESIGN, CONSTRUCTION OF PLANT-MIXED 6.3 MM ASPHALT OVERLAY COURSES

Section 412.3(a)2. Preplacement Meeting. Revise to read as follows:

2. Preplacement Meeting. At least 2 weeks before placing asphalt paving mixtures, schedule an asphalt preplacement meeting with the Representative to review at a minimum the specification, paving operation QC Plan, sequence of paving operations, asphalt mixture temperature checks, mixture acceptance, density acceptance and the care and custody of asphalt acceptance samples.

Section 412.3(h)1.a. Placing. Revise to read as follows:

1.a Placing. Unless otherwise allowed, deliver, place, and compact 6.3 mm paving mixtures during daylight hours. Ensure the mixture does not contain lumps of cold material. Deliver and place 6.3 mm paving mixtures at the laying temperatures specified in Table B.

Material placed outside the temperature limits as specified in Table B is defective.

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Utilize a Material Transfer Vehicle (MTV) as specified in Section 108.05(c)5 for 6.3 mm paving mixtures unless otherwise approved by the Representative.

Section 412.4(a)4.b. Dispute Resolution. Revise TABLE H to read as follows:

TABLE H

Dispute Resolution Retest Cost Table

Test Method

Mixture Acceptance Retest Cost if Retest Results Indicate

100% Pay Factor(s) for Full Lots (n > 3)* or Single Sample (n=1) Requirements in Table B were met for Partial Lots (n < 3)**

Mixture Acceptance Retest Cost if Retest Results Indicate

< 100% Pay Factor(s) for Full Lots (n > 3)* or Single Sample (n=1) Requirements in Table B were not met for Partial Lots (n < 3)**

PTM No.

702/739 $900 $3,500

PTM No. 757 $500 $2,000

* For full lots (n ≥ 3) where the original test results indicated a defective lot, only the pay factor(s) where original test results indicated a defective lot for asphalt content or percent passing the 75 μm (No. 200) sieve will be utilized to determine the retest cost.

** For partial lots (n < 3) where the original test results indicated a pay parameter (asphalt content, percent passing the 75 µm (No. 200) sieve, or both) did not meet the Single Sample (n = 1) requirements in Table B, only the pay parameter(s) that did not meet the Single Sample (n =1) requirements will be utilized to determine the retest cost.

SECTION 413—SUPERPAVE MIXTURE DESIGN, STANDARD AND RPS CONSTRUCTION OF PLANT-MIXED ASPHALT

COURSES WITH PERCENT WITHIN LIMITS AND LTS TESTING (PWS-LTS)

Section 413.2(e)1. Recycled Asphalt Material. Revise to read as follows:

1. Virgin Material Mixtures. Size, uniformly grade, and combine aggregate fractions, asphalt binder, and either WMA Technology additive(s) or modifier(s) in proportions to produce a JMF that conforms to the material, gradation, and volumetric Superpave Asphalt Mixture Design requirements according to Bulletin 27, Chapter 2A. Produce an asphalt mixture for the specified nominal maximum aggregate size and design ESALs except as procedurally modified by the WMA Technology Manufacturer Technical Representative (Technical Representative) to address laboratory procedures when preparing, compacting and testing asphalt mixtures to achieve a uniform blend. Special additive(s) or modifier(s) need not be used if mixture temperature, workability, and compaction can be achieved solely through plant mechanical modification to produce foamed asphalt. Do not incorporate the WMA Technology additive, modifier or process during the volumetric asphalt mixture design process, so that the JMF volumetrics and material percentages are based on a mixture with no WMA Technology. Only use the WMA Technology additive, modifier or process to evaluate results from moisture susceptibility testing during the mix design process. Develop an asphalt mixture JMF, then incorporate the WMA Technology additive, modifier, or process into that JMF during production. Create an asphalt JMF cover sheet (Form TR-448A) for approval containing the WMA Technology used, additive dosage rate or percent water added for foaming, material code, and the TSR data from the moisture susceptibility testing.

Submit a copy of each completed JMF, signed by a certified Asphalt Level 2 plant technician, to the DME/DMM at least 3 weeks before the planned start of mixture production. Include a list of all material sources and the asphalt mixture producer in the JMF.

Provide the calibration factors (Cf and 200 Cf) according to PTM No. 757 with the JMF. Do not start mixture production until after the DME/DMM reviews the JMF.

Submit a new JMF with a change in material sources or if a new JMF is necessary to produce a mixture conforming to this specification.

No additional revisions were made to Section 413.2(e)1.

Section 413.2(e)1.d.5. Volumetric Analysis of Compacted Specimens. Revise TABLE A as follows:

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TABLE A

Job-Mix Formula Composition Tolerance Requirements of the Completed Mix

Single Sample (n=1) Multiple

Samples (n > 3)

Gradation Passing 12.5 mm (1/2 inch) and Larger Sieves +8% +6% Passing 9.5 mm (3/8 inch) to 150 µm (No. 100) Sieves (Inclusive) +6% +4%

Passing 75 µm (No. 200) Sieve +3.0% +2.0% Asphalt Content

19.0 mm Asphalt mixtures and smaller +0.7% +0.4%

25.0 mm Asphalt mixtures and larger +0.8% +0.5%

Temperature of Mixture (F)

Class of Material Type of Material

Chemical, Organic, Foaming Additives

Minimum*

Mechanical Foaming Equipment/Process

Minimum* Maximum*

PG 58S-28 Asphalt Binder 215 230 310 PG 64S-22 Asphalt Binder 220 240 320 PG 64E-22 Asphalt Binder 240 260 330

All other Binders Asphalt Binder

The higher of 215 or the minimum temp.

specified in Bulletin 25 minus 45F

The higher of 230 or the minimum temp.

specified in Bulletin 25 minus 30F

As specified in Bulletin

* Outline in the Producer QC Plan and follow more restrictive temperature requirements provided by the WMA technology manufacturer or Technical Representative(s) for production and placement of the mixture. Determine the SGC compaction temperature for the production QC which yields the same target air voids as the designed JMF. Include the SGC compaction temperature in the Producer QC Plan. Compact the completed mixture in the SGC for QC volumetric analysis at the SGC compaction temperature according to the guidelines provided by the Technical Representative.

Section 413.2(i)2. Certification Acceptance. Revise to read as follows:

2. Certification Acceptance. Acceptance by certification is appropriate for the following mixtures, conditions, or applications:

Scratch courses, leveling courses less than 2-inch depth and driveway adjustments.

Mixtures used by Department maintenance forces.

Mixtures purchased by local or municipal governments.

Mixtures placed in quantities not exceeding 500 tons in a continuous placement operation unless otherwise directed by the Representative.

Mixtures used for parking lots.

All 4.75 mm NMAS asphalt mixtures.

Other mixtures, conditions, or applications as approved by the Representative.

2.a General. Obtain certification from the mixture Producer. Use all QC tests during mixture production as acceptance tests. Certify mixtures using Form CS-4171B. Include, or attach, the QC test results on the form. Provide the form to the Inspector-in-Charge within 1 working day after completing the QC tests. Certify mixtures as specified in Section 106.03(b)3 and the requirements below.

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2.b Certification of Mixture. Certify each mixture daily if QC test results conform to the single sample and multiple sample JMF production tolerances of Table A. The acceptance values will be:

Asphalt Content.

Percent Passing the 2.36 mm (No. 8) sieve (not applicable for 4.75 mm NMAS asphalt mixtures).

Percent Passing the 75 µm (No. 200) sieve.

If using printed ticket results in place of laboratory test results for asphalt content, certify that at least 90% of each day’s printed ticket results for asphalt content are within 0.2 percentage points of the JMF.

If the mixture does not conform to the above requirements, do not certify the mixture. Instead, provide all QC test results to the Inspector-in-Charge. If using printed ticket results for asphalt content, provide the percentage of daily printed ticket results within 0.2 percentage points of the JMF to the Inspector-in-Charge. Payment will be determined according to Table H based on the QC test results.

If a day’s production is interrupted by corrective action, material produced after the corrective action may be certified if QC test results conform to production tolerances.

2.c Maintaining Approval to Certify Mixtures. The Department may suspend a plant’s approval to certify mixtures if QC is not performed according to the Producer QC Plan, mixtures are not produced according to Bulletin 27, a mixture cannot be certified on 2 consecutive production days, or as described below.

The Department may take IA samples of the completed mixture at the plant. In the presence of the Department, test the IA samples for asphalt content and gradation according to the test methods indicated in the Producer QC Plan. Take immediate corrective actions if the mixture does not conform to Table A.

The Department may take QA samples of the completed mixture at the plant or on the roadway directly from the uncompacted mixture placed by the paving equipment specified in Section 413.3(e). The Department will test QA samples according to PTM No. 757 or PTM No. 702, Modified Method D, if previously identified problematic aggregates are used in the mixture, for conformance to Table A. If the results of the QA samples do not comply with Table A, review the Producer QC Plan and the QC test results that followed the QA samples for conformance to Table A. If QC results do not conform to Table A, perform the corrective actions necessary to provide a mixture conforming to Table A.

After completing corrective actions or the sample review, the Department will perform an on-site evaluation of the Producer’s plant operation and QC and then take a sample of the completed mixture at the plant. In the presence of the Representative, test the sample.

If the sample does not comply with Table A, the Department will suspend certification. Immediately suspend shipping mixtures accepted by certification to the project.

After testing verifies that the produced mixture conforms to Tables A and B and with the Representative present, conduct JMF verification according to the Producer QC Plan. After successfully completing JMF verification, resume both certification and shipping mixtures accepted by certification to the project.

Section 413.3(a)2. Preplacement Meeting. Revise to read as follows:

2. Preplacement Meeting. At least 2 weeks before placing asphalt paving mixtures, schedule an asphalt preplacement meeting with the Representative to review at a minimum the specification, paving operation QC Plan, sequence of paving operations, asphalt mixture temperature checks, mixture acceptance, density acceptance and the care and custody of asphalt acceptance samples.

Section 413.3(d). Hauling Equipment. Revise to read as follows:

(d) Hauling Equipment. Haul the mixtures in tightly sealed vehicles that do not contain petroleum oils, solvents, or other materials that adversely affect asphalt mixture. Provide covers of sufficient size and quality to protect the entire load under all conditions.

Maintain the proper and uniform placement temperature as specified in Section 413.3(h)1. Provide insulation on all sides of the truck body, a double-walled truck body, or a heated truck body when the air temperature is below 50F from October 1 to April 30. Provide a 3/8-inch diameter hole near the center and approximately two-thirds the distance down from the top of the vehicular box, on both sides, to allow for asphalt mixture temperature checks. If trucks cannot be provided with these holes, provide the Representative with two infrared temperature devices along with documentation that the devices were verified annually through an independent verification service or with a blackbody calibration block before paving for asphalt mixture temperature checks.

Section 413.3(f). Rollers. Revise to read as follows:

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(f) Rollers. Use steel wheel, pneumatic tire, vibratory, or oscillating rollers as specified in Sections 108.05(c)3.a, 3.b, 3.c, 3.e, 3.f, 3.h, or (c)4. Operate rollers according to manufacturer's recommendations. Use vibratory and oscillating rollers with separate controls for frequency and amplitude.

Section 413.3(h)1.a. Placing. Revise to read as follows:

1.a Placing. Unless otherwise allowed or indicated, deliver, place, and compact asphalt paving mixtures during daylight hours.

Ensure the mixture does not contain lumps of cold material. Deliver and place mixtures at the laying temperatures specified in Table A for the type and class of material used. Do not incorporate any material delivered outside the temperature limits as specified in Table A. Material placed outside the temperature limits as specified in Table A is defective.

Utilize a Material Transfer Vehicle (MTV) as specified in Section 108.05(c)5 for RPS pavements unless otherwise approved by the Representative.

Section 413.3(h)1.e. Safety Edge. Revise to read as follows:

1.e. Safety Edge. Construct the Safety Edge as the standard edge treatment on the outside edge of asphalt pavements and shoulders. Use the Safety Edge for both wearing and binder courses with a depth of 1.5 inches or greater. Do not place the Safety Edge at total depths greater than 5 inches.