PROPOSAL REPORT

Project: 121635 Bid Package: 2

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

Addendum Count: 0

District: 08 County: Cumberland

SR/SEC/Group ID: 11/149/---

Description Cumberland Valley Culvert

PROPOSAL Report - Project 121635

Page 1 of 97October 8, 2026 15:39:43 PM

TABLE OF CONTENTS

BID PACKAGE SUMMARY 4

PROJECT ITEMS AND QUANTITIES 5

SPECIAL PROVISIONS 12

00 - a00001 CONSTRUCTION RESTRICTIONS - STAGE 1 TRAFFIC CONTROL 12 00 - a00002 ENVIRONMENTAL RESOURCE AVOIDANCE 12 00 - a00003 CONCRETE STAINING AND ANTI-GRAFFITI COATING 12 G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) 13 G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW 14 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 15 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 22 C173A - a00173 CHANGES TO SPECIFICATIONS: SECTION 106 27 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) 31 G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS 31 G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN 32 G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL 33

G1601A - a01601 E.E.O. COVERED AREA 33 G2302A - a02302 Worker Protection and Investment 34 G2701B - a02701 LOCAL AUTHORITY CONTRACT--DEPARTMENT LET 35 G2902A - a02902 LOCALLY SPONSORED PROJECT PAYMENT PROCESS 35 G60B - a03001 NIGHT SHIFT 36 G110B - a05201 START OF WORK 36 00 - a10131 STRUCTURE MOUNTED RAILING 37 00 - a10301 ADA CURB CUT RAMPS 40 00 - a10702 ELASTOMER WATERPROOFING MEMBRANE ON OTHER SURFACES 41 G50E - a11901 GUIDE RAIL MOUNTED DELINEATORS 44 S2011C - b02011 SECTION 201.3 45 S6012B - b06012 SECTION 601.3(f) BACKFILLING TRENCH 45 00 - b06051 SECTION 605.3 46 00 - b07042 SECTION 704 AND SECTION 1001 47 00 - b08041 SECTIONS 804.2 & 804.3 48 00 - b08671 SECTION 867 - COMPOST FILTER SOCK 48 00 - b10181 SECTION 1018 - REMOVAL OF EXISTING BRIDGES OR CULVERTS 49 I6091L - c06091 ITEM 0609-0009 - EQUIPMENT PACKAGE 51 00 - c06171 ITEM 4617-0001 - SLOTTED DRAINS MODIFIED 53 00 - c06641 ITEM 0664-0100 - MODULAR ARCHITECTURAL BLOCK SYSTEM 54 00 - c06761 ITEM 4676-0001 - CEMENT CONCRETE SIDEWALK, EXTRA DEPTH SUBBASE 54 00 - c09011 ITEM 0901-0001 - MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION 55

00 - c09101 ITEM 4910-0172 - STEEL LIGHTING POLE 6' BRACKET ARM (20'

MOUNT HEIGHT) TYPE A, BRONZE COLOR 58

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00 - c85101 ITEMS 8510-0001/0002 & 8520-0001 - PRECAST CONC. BOX CULVERT, AS

DESIGNED, S-43421 & ALT. 58

00 - c85102 PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS FOR

STRUCTURE, S-43421 61

00 - c86221 ITEMS 8622-0001/0101 & 8610-0001 - PRECAST MOD. RETAINING WALL AS

DESIGNED & ALTERNATES 62

00 - c86222 PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS FOR

RETAINING WALLS 67

00 - c90001 ITEM 9000-0001 - LIMITED MOBILITY GROUTING 69 00 - c90002 ITEM 9000-0002 - LANDSCAPING 83 00 - c90003 ITEM 9000-0003 - 8” PVC PIPE 84 00 - c90004 ITEM 9000-0004 - WATER LINE CONSTRUCTION 85 00 - c90005 ITEM 9000-0005 - COMPOST (NETTED OR OTHERWISE SECURED) 85 I68C - c90068 ITEM 9000-5101 - ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE 86

I70C - c90070 ITEM 9000-5103 - ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

CONCRETE 87

I2032D - c92032 ITEM 9203-0101 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM 88

00 - c94051 ITEM 9405-0001 - LONGITUDINAL JOINT SEALANT 91 00 - c96041 ITEM 9604-7008 - 15" REINFORCED CONCRETE PIPE, TYPE A, (OPEN

JOINT), 20' - 1.5' FILL 94

00 - c99101 ITEM 9910-0001 - SURFACE MOUNT JUNCTION BOX 94 00 - c99102 ITEM 9910-3000 - UNDERPASS LED LUMINAIRE, SURFACE MOUNT 95 00 - c99103 ITEM 9910-3001 - LED LUMINAIRE, ARM MOUNT 96

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BID PACKAGE SUMMARY

Project: 121635 Bid Package: 2

Project Type: Municipal Posted:

Federal Project Status: PENNDOT Oversight NHS State Type of Work: BOX CULVERTS

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-1

Scheduled Let: 11/05/2026 11:00:00 AM Project Cost Range: $5,000,000.00 - $7,499,999.99 Anticipated NTP: 02/01/2027 Structure Work: 46.00%

Required Completion: 09/20/2028 DBE: 0% Wage Rates: Yes

Description:

This project consists of the installation of a pedestrian culvert with a 14'-0" span, 8'-3" rise, and 58' length, mill and overlay of the existing pavement, and other miscellaneous construction, all as indicated on the approved drawings included in the Bid Package for STATE ROUTE 0011, SECTION 149, in CUMBERLAND COUNTY, SILVER SPRING TOWNSHIP, from Segment 0620/0621 Offset 0196/0259 to Segment 0620/0621 Offset 2862/2925.

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 97October 8, 2026 15:39:43 PM

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

0203-0001 C Cubic Yard 2,875.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 617.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 69.0000 N

CLASS 2 EXCAVATION

0212-0001 C3, H, M2 Linear Foot 234.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 929.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0301-0005 D Square Yard 929.0000 N

PLAIN CEMENT CONCRETE BASE COURSE, 9" DEPTH

0313-0326 E Square Yard 28.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 6" DEPTH

0313-0537 E Ton 94.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX

0313-0620 E Square Yard 929.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 10 TO < 30 MILLION ESALs, 25.0 MM MIX, 3"

DEPTH

0350-0106 C, E Square Yard 957.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0413-0202 F Ton 63.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, < 0.3 MILLION ESALS, 9.5 MM MIX, SRL-H

0413-0343 F Ton 3,416.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 10 TO < 30 MILLION ESALS, 12.5 MM MIX, SRL-H

0413-1031 F Ton 740.0000 N

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

MM MIX, SRL-H

0413-6065 F Square Yard 1,081.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 10 TO < 30 MILLION ESALS, 19.0 MM MIX, 2 1/2"

DEPTH

0460-0001 F4 Square Yard 54,505.0000 N

ASPHALT TACK COAT

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0491-0019 F3 Square Yard 25,709.0000 N

MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0601-0352 H Linear Foot 67.0000 N

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

0601-0353 H Linear Foot 112.0000 N

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

0601-0452 H Linear Foot 91.0000 N

15" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL, SHORE/TRENCH BOX

0601-0453 H Linear Foot 96.0000 N

18" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL, SHORE/TRENCH BOX

0601-5431 H, K1 Cubic Yard 1.0000 N

CLASS C CEMENT CONCRETE FOR MISCELLANEOUS DRAINAGE

0605-2401 K Set 1.0000 N

MANHOLE FRAME AND COVER

0605-2780 K Set 4.0000 N

TYPE M FRAME AND GRATE

0605-2781 K Set 3.0000 N

TYPE M FRAME AND BICYCLE SAFE GRATE

0605-2850 K Each 7.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0605-3012 K Each 1.0000 N

TYPE 4 MANHOLE, STORM WATER, HEIGHT >10' AND < /= 20'

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

0610-7002 H2 Linear Foot 234.0000 N

6" PAVEMENT BASE DRAIN

0615-0022 H2 Linear Foot 10.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0040 H2 Each 1.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL

0615-0066 C1, H2, R Each 1.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

4617-0001 H Linear Foot 20.0000 N Proj

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SLOTTED DRAINS MODIFIED

0619-0459 J1, J3 Each 4.0000 N

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

0620-1600 J Linear Foot 450.0000 N

TYPE 31-S GUIDE RAIL

0627-3020 J1 Linear Foot 395.0000 N

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

0628-3020 J1 Linear Foot 388.0000 N

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

0630-0045 K Linear Foot 7.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT, INCLUDING REMOVAL OF EXISTING CURB

0664-0100 K1, S5 Square Foot 96.0000 N Proj

MODULAR ARCHITECTURAL BLOCK SYSTEM

0676-0001 K Square Yard 296.0000 N

CEMENT CONCRETE SIDEWALK

4676-0001 K Square Yard 195.0000 N Proj

CEMENT CONCRETE SIDEWALK , EXTRA DEPTH SUBBASE

0677-0001 C1, E Cubic Yard 41.0000 N

SELECTED MATERIAL SURFACING

0686-0020 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE B

0689-0001 X Lump Sum 1.0000 N

NARRATIVE SCHEDULE

0690-0001 X Dollar 1,500.0000 $1.00 Y

INTERNAL FACILITATION

0696-0600 J1 Each 2.0000 N

TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V (STANDARD), TEST LEVEL 2

0697-0600 J1 Each 2.0000 N

RESET TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V (STANDARD), TEST LEVEL 2

0703-0025 C1, H Cubic Yard 1.0000 N

NO. 57 COARSE AGGREGATE

0802-0001 C1, M Cubic Yard 175.0000 N

TOPSOIL FURNISHED AND PLACED

0804-0025 M3 Pound 66.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA B RESIDENTIAL MIX, INCLUDING MULCH

0804-0043 M3 Pound 10.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX

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0806-0112 M2 Square Yard 612.0000 N

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

0806-0113 M2 Square Yard 189.0000 N

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

0811-0003 J2, M Linear Foot 720.0000 N

TEMPORARY PROTECTIVE FENCE

0850-0031 C1 Cubic Yard 2.0000 N

ROCK, CLASS R-3

0855-0003 M2 Each 2.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 2.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0856-0001 C1 Each 1.0000 N

REMOVAL SEDIMENT AND ROCK BARRIER

0860-0000 M2 Each 9.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0002 M2 Each 1.0000 N

INLET FILTER BAG FOR TYPE C INLET

0867-0018 M2 Linear Foot 353.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0240 Q, R Square Foot 50.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 13,156.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 9,631.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0331 O Linear Foot 8,209.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0334 O Linear Foot 80.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0910-0001 C1, P8 Each 5.0000 N

JUNCTION BOXES J.B.-1

0910-0154 P8 Each 5.0000 N

POLE FOUNDATION, TYPE FC

4910-0172 P8 Each 5.0000 N Proj STEEL LIGHTING POLE WITH 6-FOOT BRACKET ARM (20-FOOT MOUNTING HEIGHT) TYPE A , BRONZE COLOR

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0910-4116 P8 Linear Foot 4,250.0000 N

AWG 8 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-5055 C1, P8 Linear Foot 900.0000 N

2" DIRECT BURIAL CONDUIT

0910-5175 C1, P8 Linear Foot 440.0000 N

2" EXPOSED CONDUIT

0910-5305 C1, P8 Linear Foot 75.0000 N

2" WATERTIGHT FLEXIBLE GALVANIZED STEEL CONDUIT

0910-6000 C1, P8 Linear Foot 850.0000 N

TRENCH

0910-7020 P8 Each 1.0000 N

COMPLETE POWER SUPPLY SYSTEM

0910-7210 P8 Lump Sum 1.0000 N

TESTING OF ENTIRE LIGHTING SYSTEM

0960-0021 O2 Linear Foot 445.0000 N

24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0022 O2 Linear Foot 63.0000 N

24" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0222 O2 Each 1.0000 N

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

0960-0224 O2 Each 2.0000 N

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

0962-1000 O Linear Foot 4,239.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1001 O Linear Foot 5,017.0000 N

6" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 6,599.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0963-0001 O2, O3 Square Foot 8,349.0000 N

PAVEMENT MARKING REMOVAL

0963-0010 O2, O3 Each 5.0000 N

PAVEMENT MARKING REMOVAL (LEGENDS AND SYMBOLS)

0965-0222 O2 Each 15.0000 N

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

0965-0224 O2 Each 12.0000 N

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

0971-0001 R Each 2.0000 N

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REMOVE POST MOUNTED SIGNS, TYPE B

0975-0001 R Each 2.0000 N

REMOVE POST MOUNTED SIGNS, TYPE F

E 8510-0001 S4 Lump Sum 1.0000 N Proj

PRECAST CONCRETE BOX CULVERT, AS DESIGNED, S-43421

A 1002-0052 S7 Pound 3,300.0000 N

REINFORCEMENT BARS, EPOXY COATED

O 8510-0002 S4 Lump Sum 1.0000 N Proj

PRECAST CONCRETE BOX CULVERT

O 8520-0001 S4 Lump Sum 1.0000 N Proj

CAST-IN-PLACE REINFORCED BOX CULVERT

E 8622-0001 S5 Lump Sum 1.0000 N Proj

PRECAST MODULAR RETAINING WALL, AS DESIGNED

O 8622-0101 S5 Lump Sum 1.0000 N Proj

PRECAST MODULAR RETAINING WALL

O 8610-0001 S5 Lump Sum 1.0000 N Proj

CONCRETE RETAINING WALL

9000-0001 ZZ Lump Sum 1.0000 N Proj

LIMITED MOBILITY GROUTING

9000-0002 M Dollar 15,000.0000 $1.00 Y Proj

LANDSCPAING

9000-0003 H Linear Foot 17.0000 N Proj

8" PVC PIPE

9000-0004 H Dollar 40,000.0000 $1.00 Y Proj

WATER LINE CONSTRUCTION

9000-0005 M2 Cubic Yard 1.0000 N Proj

COMPOST (NETTED OR OTHERWISE SECURED)

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

9203-0101 C1, U Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM

9405-0001 G Linear Foot 17,311.0000 N Proj

LONGITUDINAL JOINT SEALANT

9604-7008 H Linear Foot 121.0000 N Proj

15" REINFORCED CONCRETE PIPE, TYPE A, (OPEN JOINT), 20' - 1.5' FILL

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9910-0001 P8 Each 3.0000 N Proj

SURFACE MOUNT JUNCTION BOX

9910-3000 P8 Each 5.0000 N Proj

UNDERPASS LED LUMINAIRE, SURFACE MOUNT

9910-3001 P8 Each 5.0000 N Proj

LED LUMINAIRE, ARM MOUNT

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SPECIAL PROVISIONS

Special Provision: 00 - a00001 CONSTRUCTION RESTRICTIONS - STAGE 1 TRAFFIC CONTROL Addendum:

Action:

Item(s) Associated:

Header:

a00001 CONSTRUCTION RESTRICTIONS - STAGE 1 TRAFFIC CONTROL

Provision Body:

Do not implement Stage 1 Traffic Control prior to May 1, 2028, unless approved in writing by the Inspector-in- Charge.

Project Specific Details:

Special Provision: 00 - a00002 ENVIRONMENTAL RESOURCE AVOIDANCE Addendum:

a00002 ENVIRONMENTAL RESOURCE AVOIDANCE

Provision Body:

Do not conduct any tree cutting, trimming, and/or removal activities from April 1 through November 15 of any given year, in order to avoid potential impacts to endangered bat species.

Any temporary lighting shall be directed away from suitable bat habitat, such as forested areas, during the active bat season (April 1 to November 15).

On-site personnel shall use best management practices, secondary containment measures, or other standard spill prevention and countermeasures to avoid impacts to possible bat hibernacula. This includes employing a 300 ft (91.4 m) buffer to separate fueling areas and other major contaminant risk activities from caves, sinkholes, losing streams, and springs in karst topography.

Special Provision: 00 - a00003 CONCRETE STAINING AND ANTI-GRAFFITI COATING

Action:

Page 12 of 97October 8, 2026 15:39:43 PM a CONCRETE STAINING AND ANTI-GRAFFITI COATING

Provision Body:

III. CONSTRUCTION -

(a) Conditions

Weather conditions shall be at 40 degrees Fahrenheit minimum and rising throughout the day and weather should be dry, with some exceptions. Do not apply in freezing conditions, when rain is expected, or in high winds.

1.

Wall should be clean and free of excessive soil, oils, chemicals and dry and free from contaminants.2.

All blockage shall be removed such as landscaping or plants, any materials that will interfere or cordoned off from passers-by or other construction trades.

3.

(b) Preparation and Installation

Following all cure times noted during which the wall is to be left undisturbed, if cleaning is needed to remove surface soil, follow all manufacturer recommendations for a low mineral content water wash without pressure. Do not use pressure wash, acid or detergents that may “burn” or discolor the face.

1.

Exact Match’s Professionally Trained Staining Project Manager shall use his or her chosen modalities, tools and application methods to achieve the aesthetic desired.

2.

(c) Protection

Allow 30 days for an undisturbed cure period for the applied stain, EXMS 300 Series, and sealant or Anti-Graffiti coat, EXMS 400 Series, and at no time, even after cure, should chemicals or pressure wash of any kind be applied to the stained masonry.

1.

Maintenance is not required or advised.2.

IV. MEASUREMENT AND PAYMENT – Square Foot, as a component item.

This work will not be paid for separately but is included with the lump sum retaining wall item.

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

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.

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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.

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

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

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

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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: 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.

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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.

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

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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.

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

Page 17 of 97October 8, 2026 15:39:43 PM 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:•

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.

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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.

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

Page 19 of 97October 8, 2026 15:39:43 PM 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:•

(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:•

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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.

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. For individual increment test results outside of the single sample (n=1) tolerances in Table A, the LTS will analyze the test results for extreme values according to PTM No. 4 at the 5% significance level. If discarding an extreme value reduces a lot to less than three remaining test results, the Department will accept the lot as specified in Section 413.3(h)2.a.1. The Department will accept lots with three or more test results as specified in Section 413.4(a)4 or Section 413.4(b).

If the asphalt content or the percent passing the 75 μm (No. 200) sieve is not within the single sample (n=1) or multiple sample (n≥3) tolerances in Table A for two consecutive lots or a total of three lots, stop all production of the JMF. Determine the cause of the problem and provide a proposed solution to the Department.

Do not resume production of the JMF until the Representative reviews the proposed solution and authorizes production to continue.

The LTS will test Gmm verification samples as specified in Section 413.3(j)4.d.

Section 413.3(j)4.a. General. Revise to read as follows:•

4.a General. Pavement cores are required for accepting the density of RPS construction. Pavement cores are required for standard construction of extended-season paving, unless waived by the Representative as specified in Section 413.3(b)1. Pavement cores are appropriate for accepting the density of standard construction if all the following materials, conditions, or applications exist:

Materials placed at indicated compacted depths greater than or equal to the minimum depths specified in Table G.•

Materials placed on stable and uniform bases.•

TABLE G

Mixture Minimum Indicated Compacted Depths

Mixture Minimum Depth

9.5 mm Wearing Course 1 1/2 in.

12.5 mm Wearing Course 2 in.

19 mm Binder Course 2 1/2 in.

25 mm Binder Course 3 in.

Section 413.3(m). Tests for Depth: Binder and Wearing Courses. Revise to read as follows:•

(m) Tests for Depth: Binder and Wearing Courses. Construct the pavement to the depth indicated and within the specified tolerances.

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For courses with a designed course depth and density acceptance by non-movement or optimum rolling pattern, the Inspector will calculate the weight per square yard for verification of yield. If yield results indicate insufficient course depth, drill one 6-inch diameter core for each 500 tons of material placed to determine the extent of the deficient depth as defined below. Core locations will be determined according to PTM No. 1.

For courses with density acceptance by lots, the inspector will measure the depth of each sublot according to PTM No. 737 using the density acceptance samples. After the Inspector completes depth measurements, backfill, compact, and seal core holes with the mixture used to construct the course. Deficient depth core(s) resulting in defective work should not be submitted for density acceptance testing. Once the defective work has been removed and replaced, obtain a new density acceptance sample for the sublot(s) as specified in Section 413.3(j)4.c.

Pavement deficient in depth by more than 1/8 inch in three or more adjacent acceptance core locations is defective. The extent of the defective work is the entirety of all sublots represented by the adjacent deficient acceptance core samples. The defective course will be the full width of the affected lane.

Pavement deficient in depth by more than 1/4 inch at a single acceptance core location is defective. Immediately delineate the limits of pavement deficient in depth from the acceptance core location by proceeding longitudinally, forward and backward, obtaining additional pavement cores every 50 feet until the depth is within 1/4 inch of the design depth. The defective course will be the full width of the affected lane.

Section 413.3(o). Defective Work. Revise to read as follows:•

(o) Defective Work. As specified in Section 105.12 and as follows:

Department acceptance and QA testing will not relieve the Contractor of responsibility for material or work that the Representative determines is defective before the Department issues the acceptance certificate. Remove and replace or repair defective work as directed.

The BOCM, CQAD will review Representative determinations of defective material or work.

Remove and replace pavement defective for temperature as specified in Section 413.3(h)1.a. for pattern segregation as specified in Section 413.3(h)3, for flushing as specified in Section 413.3(h)4, surface tolerance as specified in Section 413.3(l) or Section 313.3(l) and depth as specified in Section 413.3(m), or Section 313.3(m). Remove and replace pavement defective for percent within limits or Payment Factor Percentages as specified in Tables H and I.

Special Provision: C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876

Addendum:

CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876

Provision Body:

SECTION 107—LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

Section 107.28 EROSION AND SEDIMENT POLLUTION CONTROL PLANS AND PERMITS. Revise to read as follows:•

107.28 EROSION AND SEDIMENT POLLUTION CONTROL PLANS AND PERMITS—Install and maintain erosion and sediment (E&S) pollution control devices as indicated or submit an alternate plan for accomplishing equal or better temporary and permanent erosion and water pollution control. If an alternate plan is submitted, do not start work until the plan is approved by the County Conservation District and the Department.