845885padot115356.pdf

PROPOSAL REPORT

Project: 115356 Bid Package: 1

Current Let: 11/05/2026 11:00:00 AM Version: Current

Addendum Count: 1

District: 03 County: Lycoming

SR/SEC/Group ID: 15/228/RDWY MILL RESURF

Description 1/2mile S. of 4 Mile Rd to SR 284 SB

PROPOSAL Report - Project 115356

Page 1 of 76September 21, 2026 08:26:21 AM

TABLE OF CONTENTS

BID PACKAGE SUMMARY 4

ADDENDA 5

1 5

PROJECT ITEMS AND QUANTITIES 6

SPECIAL PROVISIONS 13

G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) 13 G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW 13 C164B - a00164 CHANGES TO SPECIFICATIONS: SECTION 106 14 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 16 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 23 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) 28 G810A - a00810 MIXTURE ACCEPTANCE AND DENSITY ACCEPTANCE 29 G1601A - a01601 E.E.O. COVERED AREA 30 G2302A - a02302 Worker Protection and Investment 30 G4251A - a04251 UTILITIES--USE WHEN THERE ARE UTILITIES WITHIN THE PROJECT LIMITS

THAT ARE NOT AFFECTED 31

N13101B - a13101 CONSTRUCTION PROJECT TRAFFIC BARRIER PRE-INSTALLATION REVIEW 32 S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH 32 G30005B - r300005 RECLAIMED ASPHALT PAVEMENT (RAP) INDUSTRY-WIDE COPRODUCT

DETERMINATION 33

G30020E - r300020 EMERGENCY RESPONSE PROVISIONS 34 G30240D - r300280 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS 34 G30250B - r300285 PENNSYLVANIA STATE POLICE CONSTRUCTION ASSISTANCE 35 G30434D - r300434 CONSTRUCTION RESTRICTIONS 35 S30015C - s0304040 SECTION 404 - EVALUATION OF ASPHALT PAVEMENT RIDE QUALITY

AND PAYMENT OF INCENTIVE 36

S30040F - s0304130 SECTION 413.3(a) Preplacement Requirements. 1. Paving Operation QC Plan. 37 S30043C - s0304131 SECTION 413.3(g)3 Paving Notches 38 S30045D - s0304132 SECTION 413.3(k) Joints. 1. Longitudinal Joints. 1.a General 38 S30035F - s0304133 SECTION 413.3(k) Joints. 3.Other Joints 39 S30046B - s0304134 SECTION 413.3(h)1.a Placing 39 S30048A - s0304136 Section 413.3(j)4. Pavement Cores 40 S30055C - s0304910 SECTION 491 MILLING OF BITUMINOUS PAVEMENT SURFACE 40 S30070D - s0306010 SECTION 601 PIPE CULVERTS 41 S30073C - s0306011 SECTION 601.3(c) LAYING PIPE 41 S30090A - s0306240 SECTION 624 - RIGHT-OF-WAY FENCE 42 S30093E - s0306270 SECTION 627 TEMPORARY BARRIER 42 S30094E - s0306280 SECTION 628 RESET TEMPORARY BARRIER 43 S30660A - s0306600 Section 660 - Rumble Strips 43 S30931A - s0309311 SECTION 931 POST MOUNTED SIGNS, TYPE B 43 S30932A - s0309321 SECTION 932 POST MOUNTED SIGNS, TYPE C 44

Page 2 of 76September 21, 2026 08:26:21 AM

S30934A - s0309341 SECTION 934 POST MOUNTED SIGNS, TYPE E 44 S30935A - s0309351 SECTION 935 POST MOUNTED SIGNS, TYPE F 45 S30117E - s0309620 SECTION 962 WATERBORNE PAVEMENT MARKINGS 46 S30963A - s0309630 SECTION 963 PAVEMENT MARKING REMOVAL 46 S30124E - s0309640 SECTION 964 EPOXY PAVEMENT MARKINGS 47 S30127E - s0309650 SECTION 965 PREFORMED THERMOPLASTIC PAVEMENT MARKINGS 47 S30170G - s0311090 SECTION 1109 GUIDE RAIL AND METAL MEDIAN BARRIER 48 I30010C - t0302010 ITEM 0201-0001 - CLEARING AND GRUBBING 48 I30040E - t0302050 ITEM 0205-0634 - SELECTED BORROW EXCAVATION ROCK, CLASS R-4 49 I30040E - t0302051 ITEM 0205-0365 - SELECTED BORROW EXCAVATION ROCK, CLASS R-5 49 I30040E - t0302052 ITEM 0205-0368 - SELECTED BORROW EXCAVATION ROCK, CLASS R-8 50 00 - t030605 ITEM 4605-2700 - INLET GRATE (62" X 33" X 5-1/2") 51 I6091L - t030609 ITEM 0609-0009 EQUIPMENT PACKAGE 51 00 - t030620 ITEM 4620-2040 - W-BEAM TERMINAL CONNECTOR (INCLUDES STEEL SPACER

TUBE) 53

I30310D - t0309010 ITEM 0901-0001 - MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION 54

I30601A - t0310402 ITEM 5040-0002 CONCRETE BRIDGE DECK REPAIR, TYPE 2 (POLYESTER

POLYMER CONCRETE) 55

00 - t0390002 ITEM 9000-0002 – ROCK FALL DEBRIS REMOVAL 56 I31729A - t0390004 ITEM 9000-0004 - TEMPORARY STREAM BYPASS SYSTEM 56 00 - t0390007 ITEM 9000-0007 THRIE-BEAM GUIDE RAIL TO 2’-3” BRIDGE BARRIER WITH

RAILING TRANSITION, ETC. 57

I66A - t0390008 ITEM 9000-0008 VOID REDUCING ASPHALT MEMBRANE, 18-INCH WIDTH 59 I32110G - t0390025 ITEM 9000-0025 - REMOVAL OF EXISTING RAISED PAVEMENT MARKER 61 I63A - t0390026 ITEM 9000-0026 – RECESSED WET-REFLECTIVE TAPE PAVEMENT MARKINGS 62 00 - t0390040 ITEM 9000-0040 THRIE-BEAM GUIDE RAIL TO EXISTING 42” F-SHAPE BRIDGE

BARRIER TRANSITION, ETC 65

00 - t0390041 ITEM 9000-0041 THRIE-BEAM GUIDE RAIL TO EXISTING 32” F-SHAPE BRIDGE

BARRIER TRANSITION, ETC 66

I35680G - t0390680 Item 9000-0680 ELASTOMER WATERPROOFING MEMBRANE ON BRIDGE

DECKS 67

I33300B - t0391090 ITEM 9000-1090 - ASPHALTIC PLUG EXPANSION DAM SYSTEM, 2 1/2"

DEPTH, ASPHALT OVERLAY 71

I30610B - t0391339 ITEM 9000-1339 - SCARIFICATION (TO REMOVE EXISTING EPOXY

OVERLAY) 73

I68C - t0395101 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION AGGREGATE 74

I70C - t0395103 ITEM 9000-5103 ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION CONCRETE 75

Page 3 of 76September 21, 2026 08:26:21 AM

BID PACKAGE SUMMARY

Project: 115356 Bid Package: 1

Project Type: Standard Posted: 09/14/2026

Federal Project Status: PENNDOT Oversight NHS State Type of Work: RESURFACING/OVERLAYS

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-1

Scheduled Let: 11/05/2026 11:00:00 AM Project Cost Range: $7,500,000.00 - $9,999,999.99 Anticipated NTP: 12/21/2026 Structure Work: 2.00%

Required Completion: 11/24/2027 DBE: 0% Wage Rates: Yes

Description:

The description and location of the project are as follows: This work is the milling and resurfacing of the existing roadway, including flexible base replacement, superpave asphalt mixture, scratch and wearing courses, pavement markings, guiderail upgrades, drainage improvements, bridge scarification, elastomer waterproofing membrane on bridge deck, concrete deck repairs, asphaltic plug joints, and other miscellaneous construction all within a length of 42,897 linear feet (8.12 miles) as indicated on the approved drawings included in the bid package for Southbound STATE ROUTE 15 (STATE ROUTE 99), SECTION 228 from approximately

1.66 miles north of the intersection with SR 0015 (SR 0099) and SR 0014 at Segment 1491 Offset 2022 to approximately 3.93 miles south of the intersection with SR 0015 (SR 0099) and the Tioga County line at Segment 1575 Offset 0053 in LEWIS, COGAN

HOUSE, AND JACKSON TOWNSHIPS, LYCOMING COUNTY.

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 contact Contract Awards and be escorted to the 7th Floor Contract Awards Room. Contract Awards can be reached at 717-395-9754.

Due to recent changes in the Keystone Building, there is no longer a reception on the 5th Floor to greet and check-in visitors.

Page 4 of 76September 21, 2026 08:26:21 AM

ADDENDA

Addendum: 1

Project Cost Range: 7,500,000.00 - 9,999,999.99 Federal Project Status: PENNDOT Oversight NHS

DBE: 0.00%

Structure Work: 2.00%

Wage Rates: Yes Project Type: Standard

State Type of Work: RESURFACING/OVERLAYS Prequalification Required: Yes

Pre-Bid Meeting: None 408 Version: 2026-1

Actual Let: 11/05/2026 11:00:00 AM New Let:

Let Date Move:

Anticipated NTP: 12/21/2026

Required Completion: 11/24/2027

Description:

The description and location of the project are as follows: This work is the milling and resurfacing of the existing roadway, including flexible base replacement, superpave asphalt mixture, scratch and wearing courses, pavement markings, guiderail upgrades, drainage improvements, bridge scarification, elastomer waterproofing membrane on bridge deck, concrete deck repairs, asphaltic plug joints, and other miscellaneous construction all within a length of 42,897 linear feet (8.12 miles) as indicated on the approved drawings included in the bid package for Southbound STATE ROUTE 15 (STATE ROUTE 99), SECTION 228 from approximately

1.66 miles north of the intersection with SR 0015 (SR 0099) and SR 0014 at Segment 1491 Offset 2022 to approximately 3.93 miles south of the intersection with SR 0015 (SR 0099) and the Tioga County line at Segment 1575 Offset 0053 in LEWIS, COGAN

HOUSE, AND JACKSON TOWNSHIPS, LYCOMING COUNTY.

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 contact Contract Awards and be escorted to the 7th Floor Contract Awards Room. Contract Awards can be reached at 717-395-9754. Due to recent changes in the Keystone Building, there is no longer a reception on the 5th Floor to greet and check-in visitors.

Item and Quantity:

Special Provision:

ADDED C164B - a00164 CHANGES TO SPECIFICATIONS: SECTION 106

Other:

MODIFIED Federal Wage Rate

Page 5 of 76September 21, 2026 08:26:21 AM

PROJECT ITEMS AND QUANTITIES

Alt Item Work Class Code Unit Of

Measure Quantity Unit Price PDP Spec

Prov Add Action

0201-0001 A Lump Sum 1.0000 N

CLEARING AND GRUBBING

0202-0021 B Lump Sum 1.0000 N

PARTIAL DEMOLITION

0203-0001 C Cubic Yard 2,510.0000 N

CLASS 1 EXCAVATION

0204-0001 C1, H Cubic Yard 285.0000 N

CLASS 2 EXCAVATION

0205-0100 C1 Cubic Yard 75.0000 N

FOREIGN BORROW EXCAVATION

0205-0364 C1 Ton 540.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-4

0205-0365 C1 Ton 10.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-5

0205-0368 C1 Ton 423.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-8

0212-0014 C3, H, M2 Square Yard 1,601.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0213-0002 Z Dollar 1,000.0000 $1.00 Y

TEMPORARY PROJECT AIR POLLUTION CONTROL

0313-0437 E Ton 7.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX

0316-0537 E, F1 Ton 1,908.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0

MM MIX

0404-0010 X Dollar 101,400.0000 $1.00 Y

ASPHALT PAVEMENT RIDE QUALITY INCENTIVE, SCHEDULE A

0413-0246 F Square Yard 52,910.0000 N

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

DEPTH, SRL-G

0413-0307 F Ton 67.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 3 TO < 10 MILLION ESALS, 9.5 MM MIX, SRL-E

0413-1034 F Ton 9,152.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (SCRATCH), PG 64S-22, 10 TO < 30 MILLION ESALS, 9.5

MM MIX, SRL-L

Page 6 of 76September 21, 2026 08:26:21 AM

0413-6047 F Ton 4.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 19.0 MM MIX

0413-9999 X Dollar 21,264.0000 $1.00 Y

PERCENT WITHIN LIMITS (PWL) LOT INCENTIVE/DISINCENTIVE

0419-0000 F Predetermined Amt 1.0000 $25,000.00 Y

DEMONSTRATION PLACEMENT

0419-0216 F Square Yard 147,018.0000 N

STONE MATRIX ASPHALT MIXTURE DESIGN WITH 0 PERCENT RAP, WEARING COURSE, PG 64E-22, LTS ACCEPTANCE

9.5 MM MIX, 1 1/2" DEPTH, SRL-E

0460-0004 F4 Gallon 24,130.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0491-0011 F3 Square Yard 1,233.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 1" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0019 F3 Square Yard 4,345.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0021 F3 Square Yard 194,160.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0601-0355 H Linear Foot 36.0000 N

24" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL

0601-0357 H Linear Foot 82.0000 N

30" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL

0601-0379 H Linear Foot 40.0000 N

36" THERMOPLASTIC PIPE, GROUP IV, 7'-2.5' FILL

0605-2642 K Each 1.0000 N

TYPE D ENDWALL FOR 24" PIPE

0605-2644 K Each 1.0000 N

TYPE D ENDWALL FOR 30" PIPE

0605-2676 K Each 2.0000 N

TYPE D-W ENDWALL FOR 36" PIPE

4605-2700 K Each 2.0000 N Proj

INLET GRATE (62" X 33" X 5 1/2")

0606-0050 C1, K Set 2.0000 N

GRADE ADJUSTMENT OF EXISTING INLETS

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0004 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE C

0609-0009 X Lump Sum 1.0000 N

Page 7 of 76September 21, 2026 08:26:21 AM

EQUIPMENT PACKAGE

0619-0459 J1, J3 Each 15.0000 N

PERMANENT IMPACT ATTENUATING DEVICE, TYPE II, TEST LEVEL 3, TANGENT (MASH)

0619-0730 J3 Each 2.0000 N

PERMANENT IMPACT ATTENUATING DEVICE, TYPE IV, TEST LEVEL 3, (MASH)

0620-0500 J Linear Foot 363.0000 N

RESET GUIDE RAIL

0620-0503 C1, J Linear Foot 54,321.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-0575 J Linear Foot 375.0000 N

GUIDE RAIL ELEMENT

0620-0872 J Each 2.0000 N

BURIED-IN-BACKSLOPE TERMINAL, SINGLE PANEL

0620-0873 J Each 1.0000 N

BURIED-IN-BACKSLOPE TERMINAL, DOUBLE PANEL

0620-1600 J Linear Foot 53,825.0000 N

TYPE 31-S GUIDE RAIL

0620-1602 J Linear Foot 375.0000 N

TYPE 31-S GUIDE RAIL WITH 8' EXTRA LENGTH POSTS

0620-1640 J Linear Foot 2,375.0000 N

TYPE 31-SM GUIDE RAIL

0620-1660 J Each 16.0000 N

TYPE 31-STRONG POST ANCHOR TERMINAL

0620-1670 J Each 14.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

0620-2010 J Each 5.0000 N

THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER TRANSITION WITHOUT CURB

0620-2040 J Each 1.0000 N

W-BEAM TERMINAL CONNECTOR

4620-2040 J Each 3.0000 N Proj

W-BEAM TERMINAL CONNECTOR (INCLUDES STEEL SPACER TUBE)

0623-0285 J1 Linear Foot 192.0000 N

REMOVAL OF EXISTING SINGLE FACE CONCRETE BARRIER

0623-0421 J1 Each 5.0000 N

MOMENT SLAB WITH BARRIER AND TRANSITION, BURIED, FOR SINGLE FACE CONCRETE BARRIER, F-SHAPE, 32"

HEIGHT

0624-0300 J2 Each 2.0000 N

END POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE

Page 8 of 76September 21, 2026 08:26:21 AM

0624-0725 J2 Each 1.0000 N

VEHICULAR GATE FOR TYPE 1 RIGHT-OF-WAY FENCE, 15-FOOT OPENING

0627-3020 J1 Linear Foot 648.0000 N

TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=2'

0628-3020 J1 Linear Foot 1,692.0000 N

RESET TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=2'

0660-0005 F3 Linear Foot 96,420.0000 N MILLED ASPHALT PAVEMENT SHOULDER/GORE RUMBLE STRIPS FOR INTERSTATES, EXPRESSWAYS AND FREEWAYS

0686-0040 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE C

0689-0003 X Lump Sum 1.0000 N

CPM SCHEDULE

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

0696-0610 J1 Each 1.0000 N

TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V (STANDARD), TEST LEVEL 3

0697-0610 J1 Each 3.0000 N

RESET TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V (STANDARD), TEST LEVEL 3

0703-0020 C1, H Cubic Yard 205.0000 N

NO. 1 COARSE AGGREGATE

0804-0026 M3 Pound 6.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA C CONSERVATION MIX, INCLUDING MULCH

0804-0027 M3 Pound 50.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA L CLEAR ZONE MIX, INCLUDING MULCH

0804-0030 M3 Pound 1.0000 N SEEDING AND SOIL SUPPLEMENTS - FORMULA R SEASONALLY FLOODED CONSERVATION MIX, INCLUDING MULCH

0804-0043 M3 Pound 7.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX

0804-0060 X Dollar 1,000.0000 $1.00 Y

SOIL TESTING

0806-0113 M2 Square Yard 1,123.0000 N

TEMPORARY SHORT-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 2D

0810-0027 M1 Linear Foot 400.0000 N

TREE TRIMMING TO AN UNLIMITED HEIGHT

0811-0003 J2, M Linear Foot 675.0000 N

TEMPORARY PROTECTIVE FENCE

0845-0001 M2 Dollar 1,000.0000 $1.00 Y

Page 9 of 76September 21, 2026 08:26:21 AM

UNFORESEEN WATER POLLUTION CONTROL

0867-0012 M2 Linear Foot 290.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0901-0001 Q Lump Sum 1.0000 N

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0240 Q, R Square Foot 500.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0321 O Linear Foot 115,345.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0331 O Linear Foot 140,715.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0931-0003 R Square Foot 71.0000 N

POST MOUNTED SIGNS, TYPE B, STEEL SQUARE POST

0932-0001 R Square Foot 506.0000 N

POST MOUNTED SIGNS, TYPE C

0934-0002 R Square Foot 80.0000 N

POST MOUNTED SIGNS, TYPE E

0935-0001 R Square Foot 137.0000 N

POST MOUNTED SIGNS, TYPE F

0937-0117 J, R Each 501.0000 N

GUIDE RAIL MOUNTED DELINEATOR TYPE B, (Y/R)

0937-0118 J, R Each 274.0000 N

GUIDE RAIL MOUNTED DELINEATOR TYPE B, (W/R)

0937-0121 J, R Each 501.0000 N

GUIDE RAIL MOUNTED DELINEATOR TYPE D, (Y/R)

0937-0122 J, R Each 274.0000 N

GUIDE RAIL MOUNTED DELINEATOR TYPE D, (W/R)

0937-0337 R Each 20.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH RED/WHITE SHEETING

0962-1001 O Linear Foot 101,020.0000 N

6" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1002 O Linear Foot 10,990.0000 N

8" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1006 O Linear Foot 97,860.0000 N

6" YELLOW WATERBORNE PAVEMENT MARKINGS

0963-0006 O2, O3 Linear Foot 29,855.0000 N

6" PAVEMENT MARKING REMOVAL

Page 10 of 76September 21, 2026 08:26:21 AM

0964-0005 O Linear Foot 260.0000 N

6" WHITE EPOXY PAVEMENT MARKINGS

0964-0006 O Linear Foot 260.0000 N

6" YELLOW EPOXY PAVEMENT MARKINGS

0965-0021 O2 Linear Foot 110.0000 N

24" WHITE PREFORMED THERMOPLASTIC PAVEMENT MARKINGS

0965-0230 O2 Each 4.0000 N

WHITE PREFORMED THERMOPLASTIC LEGEND, "WRONG WAY ARROW", 23' - 0"

0966-0014 O1 Each 10.0000 N

SNOWPLOWABLE RAISED PAVEMENT MARKER TWO WAY HOLDER WITH REFLECTOR (Y/R)

0966-0015 O1 Each 40.0000 N

SNOWPLOWABLE RAISED PAVEMENT MARKER TWO WAY HOLDER WITH REFLECTOR (W/R)

0966-0018 O1 Each 40.0000 N

SNOWPLOWABLE RAISED PAVEMENT MARKER TWO WAY HOLDER WITH REFLECTOR (W/B)

1019-0040 K2 Square Yard 814.0000 N

PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (PENETRATING SEALERS, REINFORCED

CONCRETE SUBSTRUCTURE SURFACES)

5040-0002 S9 Square Foot 108.0000 N Std

CONCRETE BRIDGE DECK REPAIR, TYPE 2 (POLYESTER POLYMER CONCRETE)

9000-0002 Z Linear Foot 6,095.0000 N Proj

ROCK FALL DEBRIS REMOVAL

9000-0004 X Lump Sum 1.0000 N Std

TEMPORARY STREAM BYPASS SYSTEM

9000-0007 J Each 2.0000 N Proj

THRIE-BEAM GUIDE RAIL TO 2'-3" BRIDGE BARRIER WITH RAILING TRANSITION, RETROFIT

9000-0008 F2 Linear Foot 91,755.0000 N Std

VOID REDUCING ASPHALT MEMBRANE, 18-INCH WIDTH

9000-0025 X Each 605.0000 N Std

REMOVAL OF EXISTING RAISED PAVEMENT MARKER

9000-0026 O1 Linear Foot 10,790.0000 N Std

6" WHITE RECESSED WET-REFLECTIVE TAPE PAVEMENT MARKINGS

9000-0040 J Each 3.0000 N Proj THRIE-BEAM GUIDE RAIL TO EXISTING 42" F-SHAPE BRIDGE BARRIER TRANSITION - 6 FT LENGTH (10 DEG FLARE)

9000-0041 J Each 1.0000 N Proj THRIE-BEAM GUIDE RAIL TO EXISTING 32" F-SHAPE BRIDGE BARRIER TRANSITION - 6 FT LENGTH (10 DEG FLARE)

9000-0680 K2, S2 Square Yard 1,319.0000 N Std

ELASTOMER WATERPROOFING MEMBRANE ON BRIDGE DECKS

9000-1090 T6 Linear Foot 43.0000 N Std

ASPHALTIC PLUG EXPANSION DAM SYSTEM, 2 1/2" DEPTH ASPHALT OVERLAY

Page 11 of 76September 21, 2026 08:26:21 AM

9000-1339 F3 Square Yard 1,319.0000 N Std

SCARIFICATION (TO REMOVE EXISTING EPOXY OVERLAY)

9000-5101 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION AGGREGRATE

9000-5103 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION CONCRETE

Page 12 of 76September 21, 2026 08:26:21 AM

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

Page 13 of 76September 21, 2026 08:26:21 AM

Provision Body:

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: C164B - a00164 CHANGES TO SPECIFICATIONS: SECTION 106 Addendum: 1

Action: Added

Item(s) Associated:

Page 14 of 76September 21, 2026 08:26:21 AM

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•

Page 15 of 76September 21, 2026 08:26:21 AM

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

Page 16 of 76September 21, 2026 08:26:21 AM depth measurements, backfill, compact, and seal core holes with ARBC.

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

Page 17 of 76September 21, 2026 08:26:21 AM 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.

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.

Page 18 of 76September 21, 2026 08:26:21 AM

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:•

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.•

Page 19 of 76September 21, 2026 08:26:21 AM

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.

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

Page 20 of 76September 21, 2026 08:26:21 AM

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:•

(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. The Safety Edge is not required where curb or sidewalk are encountered or where the face of guiderail is directly over the edge of pavements. Do not place the Safety Edge for base, leveling, or scratch courses.

Construct the Safety Edge with the same material used to construct the roadway course being placed or, if specified, the paved shoulders. Attach a device to the paver to confine material at the end gate and extrude the asphalt material in a wedge shape. Use an adjustable device that allows the operator to vary the slope extruded at the paver to account for the angle becoming steeper during compaction (roll up). Before construction, the Safety Edge device must be approved by the Representative(s).

Compact the roadway or paved shoulder as required by the specifications. Do not delay rolling of the mat adjacent to the Safety Edge. After compaction of the mat is complete, provide a Safety Edge meeting the final shape requirements as shown on the Standard Drawings. The completed angle of the Safety Edge must be 26 degrees to 40 degrees measured from the pavement cross slope extended. At the beginning of each day’s paving, measure the angle of the Safety Edge from the pavement cross slope extended. Perform measurements after final compaction is complete. If the angle of the Safety Edge does not meet the slope requirements, stop paving, and provide corrective action. Do not resume production paving until final shape requirements of Safety Edge are achieved.

Allow automatic transition to intersections, driveways, guiderail sections, and obstructions.

Use the device to constrain the asphalt head, reducing the area and increasing the density of the extruded profile. A single plate strike-off method is not allowed. Do not place the Safety Edge on organic material.

Section 413.3(h)2.a.1. Partially Completed Lots (n=2 or less). Revise to read as follows:•

2.a.1 Partially Completed Lots (n=2 or less). When process conditions change to an extent that a partially completed lot cannot be combined with the most recently completed lot, samples will be independently evaluated on the partially completed lot. For asphalt content and percent passing the 75 μm (No. 200) sieve, mixture acceptance samples will be evaluated individually as specified in Section 413.2(e), Table A (n=1) criteria. For density, mat density acceptance samples will be evaluated individually using the criteria in Table E.

If samples tested for asphalt content and percent passing the 75 μm (No. 200) sieve meet the n=1 criteria of Table A, and samples tested for density meet the criteria in Table E, payment will be 100% of the contract unit price. If samples tested for asphalt content and percent passing the 75 μm (No. 200) sieve do not meet the n=1 criteria of Table A, the material will be considered defective. If samples tested for density are no more than 2.0% below the minimum or no more than 2.0% above the maximum limits of Table E, payment will be 90% of the contract unit price. If samples for density are more than 2.0% below the minimum or more than 2.0% above the maximum limits of Table E, the pavement will be considered defective.

Unless otherwise directed in writing by the District Executive, remove and replace defective work.

Page 21 of 76September 21, 2026 08:26:21 AM

No additional revisions were made to Section 413.3(h)2.a.1.•

Section 413.3(h)2.c.1. LTS Testing. Revise to read as follows:•

2.c.1 LTS Testing. The LTS will test the mixture acceptance samples according to PTM No. 757 or PTM No. 702, Modified Method D and PTM No. 739, if previously identified problematic aggregates are used in the mixture, to determine asphalt content and the percent passing the 75 μm (No. 200) sieve. The LTS will use the calibration factors (Cf and 200 Cf) provided with the JMF for PTM No. 757.