PROPOSAL Report - Project 97912

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PROPOSAL REPORT

Project: 97912 Bid

Package: 1

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

Version: Current Addendum

Count: 0

District: 01 County: Mercer

SR/SEC/

Group ID: 62/20M/---

Description

US 62: Ohio line to Libery Street

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW

N1A - A00150 - REVISED CHANGED CONDITION CLAUSE FOR ADA CURB RAMP ITEMS OF

WORK

C164B - a00164 CHANGES TO SPECIFICATIONS: SECTION 106 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL

G1601A - a01601 E.E.O. COVERED AREA G1902B - a01902 INSURANCE--GENERAL APPLICATION-ADDITIONAL COVERAGE LIMITS G2201A - a02201 RAILROAD COMPANY CONTACT PERSON 00 - a02301 - MAINTENANCE AND PROTECTION OF RAILROAD TRAFFIC (3rd Party Flagging Direct Hire)

G2302A - a02302 Worker Protection and Investment

C2F - A5C - CONSTRUCTION RESTRICTIONS AND REQUIREMENTS

C1L - A5D - DISTRICT CHANGES TO SPECIFICATIONS

N1A - ARC67 - RC-67M

S4091C - b04131 - SECTION 413.3(h)1.a PLACING S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH S6092B - b06092-SECTION 609.2(f) MISCELLANEOUS MATERIALS 00 - c02030 - ITEM 4203-0003 - CLASS 1A EXCAVATION, UNDERCUT I3162A - c0316 - ITEM 4316-0437 - FLEXIBLE BASE REPLACEMENTS I4132B - c04132 - ITEM 4413-0258 - SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING

COURSE, DRIVEWAY ADJUSTMENTS

I44912B - c04912 - ITEM 4491-0019 - MILLING OF ASPHALT PAVEMENT SURFACE, SHOULDER

BACKUP

I6091L - c06091 ITEM 0609-0009 EQUIPMENT PACKAGE 00 - c06202 ITEM 4620-2040 - W-BEAM TERMINAL CONNECTOR, MODIFIED I6761C - c06761 - ITEM 4676-0001 - CEMENT CONCRETE SIDEWALK FOR ADA CURB RAMPS I6952A - c06952 - ITEM 4695-0002, 4695-0003, AND 4695-0004 - DETECTABLE WARNING

SURFACE, COLOR SPECIFIC

00 - c09011 ITEM 0901-0001 - MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

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00 - c0936 ITEM 4936-0010 – STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS WITH

STIFFENERS WITH AIRCRAFT

00 - c09560 ITEM 4956-0771 RADAR DETECTION SYSTEM WITH EXTENDED WARRANTY 00 - c09640 ITEM 4964-0005, 4964-0007, AND 4964-0008 EPOXY PAVEMENT MARKINGS, RECESSED

00 - c90000001 ITEM 9000-0001 – MANAGEMENT OF JAPANESE KNOTWEED DURING

CONSTRUCTION

00 - c90000006 ITEM 9000-0006 THRIE-BEAM GUIDE RAIL TO EXISTING 42” F-SHAPE BARRIER

TRANSITION, RETROFIT

00 - c90000009 ITEM 9000-0009 - FENCE RELOCATION

00 - C900001 ITEM 9000-0100 - REMOVE MAST ARM

00 - c9000015 - ITEM 9000-0158 - MANAGEMENT OF TREE OF HEAVEN DURING

CONSTRUCTION

I1A - c900002 ITEM 9000-0200 YELLOW REFLECTIVE SIGN POST STRIP 00 - c90000351 - ITEM 9000-0351 - DIRECT HIRE FOR PROTECTIVE SERVICES (FLAGGING) I9002A - c90005002 - ITEM 9000-5002 - CURB RAMP ANALYSIS WITH LIMITED SUBMISSIONS I68C - c90005101 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION AGGREGATE

I70C - c90005103 ITEM 9000-5103 ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION CONCRETE

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BID PACKAGE SUMMARY

Project: 97912 Bid Package: 1

Project Type: Standard Posted:

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: 10/22/2026 11:00:00 AM Project Cost Range: $1,000,000.00 - $2,499,999.99 Anticipated NTP: 12/07/2026 Structure Work: 0.00%

Required Completion: 05/05/2028 DBE: 0% Wage Rates: Yes

Description:

This project is the construction of approximately 0.97 miles from SR 0062 Segment 0010/Offset 0000 to SR 0062 Segment 0040/ Offset 0353, and from SR 0062 Segment 0011/Offset 0000 to SR 0062 Segment 0031/Offset 2167, including flexible base replacement, overlays with Superpave Asphalt Mixtures, drainage updates, full depth shoulders, ADA sidewalk updates, guiderail, delineators, sign and traffic signal updates, and pavement markings, as indicated on the approved drawings included in the Bid Package.

Additional Information:

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

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PROJECT ITEMS AND QUANTITIES

Alt Item Work Class Code Unit Of

Measure Quantity Unit Price PDP Spec

Prov Add Action

0201-0001 A Lump Sum 1.0000 N

CLEARING AND GRUBBING

0203-0001 C Cubic Yard 305.0000 N

CLASS 1 EXCAVATION

4203-0003 C1 Cubic Yard 256.0000 N Proj

CLASS 1A EXCAVATION , UNDERCUT

0203-0006 G4 Linear Foot 330.0000 N

SAW CUTTING

0212-0016 C3, H, M2 Square Yard 165.0000 N

GEOTEXTILE, CLASS 4, TYPE C

0313-0437 E Ton 52.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX

0316-0437 E, F1 Ton 500.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0

MM MIX

4316-0437 E, F1 Ton 55.0000 N Std

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0

MM MIX , CURB AND DRAINAGE

0350-0104 C, E Square Yard 304.0000 N

SUBBASE 4" DEPTH (NO. 2A)

0350-0108 C, E Square Yard 110.0000 N

SUBBASE 8" DEPTH (NO. 2A)

0360-0001 E Square Yard 55.0000 N

ASPHALT TREATED PERMEABLE BASE COURSE, 4" DEPTH

0405-0001 X Dollar 7,500.0000 $1.00 Y

ASPHALT PAVEMENT LONGITUDINAL JOINT DENSITY INCENTIVE/DISINCENTIVE

0413-0245 F Square Yard 28,090.0000 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-H

4413-0258 F Ton 67.0000 N Std

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

L , DRIVEWAY ADJUSTMENTS

0413-1024 F Ton 749.0000 N

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

MM MIX, SRL-L

0413-7009 F Ton 17.0000 N

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SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE (LEVELING), PG 64S-22, 0.3 TO < 3 MILLION ESALS, 19.0 MM

MIX

0413-9999 X Dollar 16,852.0000 $1.00 Y

PERCENT WITHIN LIMITS (PWL) LOT INCENTIVE/DISINCENTIVE

0460-0003 F4 Square Yard 56,018.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0461-0001 F4 Square Yard 2,778.0000 N

ASPHALT PRIME COAT

4491-0019 F3 Square Yard 28,284.0000 N Std

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

0503-0001 G1, K2 Square Yard 55.0000 N

PROTECTIVE COATING FOR CEMENT CONCRETE PAVEMENTS AND SHOULDERS

0601-7313 H Linear Foot 17.0000 N

18" REINFORCED CONCRETE PIPE, TYPE B, 15' - 1.5' FILL

0604-7313 H Linear Foot 121.0000 N

18" REINFORCED CONCRETE PIPE, TYPE B, (OPEN JOINT), 15' - 1.5' FILL

0605-2850 K Each 6.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0605-5721 K Set 6.0000 N

TYPE C CONCRETE TOP UNIT, 8" CURB HEIGHT AND BICYCLE SAFE GRATE

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0007 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

0618-0022 H Each 3.0000 N

CONCRETE COLLAR FOR 18" PIPE EXTENSION

0619-0450 J3 Each 4.0000 N

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

0619-0459 J1, J3 Each 5.0000 N

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

0619-0744 J3 Each 4.0000 N

PERMANENT IMPACT ATTENUATING DEVICE, TYPE V, TEST LEVEL 3, MASH, WIDTHS LESS THAN OR EQUAL TO 36

INCHES

0620-0400 J Each 1.0000 N

TERMINAL SECTION, SINGLE

0620-0503 C1, J Linear Foot 4,587.0000 N

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REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-1600 J Linear Foot 4,713.0000 N

TYPE 31-S GUIDE RAIL

0620-1670 J Each 2.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

4620-2040 J Each 7.0000 N Proj

W-BEAM TERMINAL CONNECTOR , MODIFIED

0630-0045 K Linear Foot 758.0000 N

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

0658-0001 G Square Yard 55.0000 N

FULL DEPTH SHOULDERS

0676-0001 K Square Yard 136.0000 N

CEMENT CONCRETE SIDEWALK

4676-0001 K Square Yard 52.0000 N Std

CEMENT CONCRETE SIDEWALK FOR ADA CURB RAMPS

0686-0021 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE B

0689-0003 X Lump Sum 1.0000 N

CPM SCHEDULE

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

E 4695-0004 K Square Foot 60.0000 N Std

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE , COLOR SPECIFIC

O 4695-0003 K Square Foot 60.0000 N Std

DETECTABLE WARNING SURFACE, POLYMER CONCRETE , COLOR SPECIFIC

O 4695-0002 K Square Foot 60.0000 N Std

DETECTABLE WARNING SURFACE, CAST IRON , COLOR SPECIFIC

0802-0001 C1, M Cubic Yard 20.0000 N

TOPSOIL FURNISHED AND PLACED

0804-0025 M3 Pound 5.0000 N

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

0804-0026 M3 Pound 20.0000 N

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

0804-0043 M3 Pound 25.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX

0806-0113 M2 Square Yard 167.0000 N

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

September 17, 2026 11:01:41 AM Page 8 of 69

0810-0029 M1 Linear Foot 1,538.0000 N

TREE TRIMMING TO A MAX HEIGHT OF 30'

0860-0002 M2 Each 6.0000 N

INLET FILTER BAG FOR TYPE C INLET

0867-0012 M2 Linear Foot 300.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0231 Q Day 25.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0240 Q, R Square Foot 200.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 10,710.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 7,875.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0331 O Linear Foot 3,570.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0332 O Linear Foot 420.0000 N

8" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0334 O Linear Foot 169.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0450 Q Each 4.0000 N

3-LINE CHANGEABLE MESSAGE SIGN WITH TELECOMMUNICATIONS

0931-0003 R Square Foot 626.0000 N

POST MOUNTED SIGNS, TYPE B, STEEL SQUARE POST

0932-0001 R Square Foot 65.0000 N

POST MOUNTED SIGNS, TYPE C

0933-0001 R Square Foot 15.0000 N

POST MOUNTED SIGNS, TYPE D

0934-0002 R Square Foot 108.0000 N

POST MOUNTED SIGNS, TYPE E

0935-0001 R Square Foot 264.0000 N

POST MOUNTED SIGNS, TYPE F

4936-0010 R Square Foot 140.0000 N Proj STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS WITH STIFFENERS AND AIRCRAFT WIRE ROPE

0936-0200 R Square Foot 124.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS

September 17, 2026 11:01:41 AM Page 9 of 69

0937-0104 J, R Each 3.0000 N

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

0937-0106 J, R Each 74.0000 N

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

0937-0202 J1, R Each 104.0000 N

BARRIER MOUNTED DELINEATOR, SIDE-MOUNT TYPE O, (Y/B)

0937-0203 J1, R Each 21.0000 N

BARRIER MOUNTED DELINEATOR, SIDE-MOUNT TYPE O, (W/B)

0937-0205 J1, R Each 21.0000 N

BARRIER MOUNTED DELINEATOR, TOP-MOUNT TYPE P, (W/B)

0937-0206 J1, R Each 52.0000 N

BARRIER MOUNTED DELINEATOR, TOP-MOUNT TYPE P, (Y/Y)

0937-0322 R Each 7.0000 N

FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-1, RED POST WITH RED SHEETING

0941-0001 R Each 1.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0945-0001 R Each 4.0000 N

RESET POST MOUNTED SIGNS, TYPE F

0950-0002 P Dollar 5,000.0000 $1.00 Y

UNFORESEEN TRAFFIC SIGNAL WORK

0951-0135 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 35' MAST ARM

0952-3002 P Each 1.0000 N

CONTROLLER MODIFICATION

0954-0201 P8 Linear Foot 655.0000 N

SIGNAL CABLE, 14 AWG, 3 CONDUCTOR

0954-0202 P8 Linear Foot 375.0000 N

SIGNAL CABLE, 14 AWG, 5 CONDUCTOR

0955-2082 P Each 4.0000 N

VEHICULAR SIGNAL HEAD, ONE 8" SECTION

0955-3208 P Each 10.0000 N

VEHICULAR SIGNAL HEAD, THREE 12" SECTIONS

0955-3722 P Each 4.0000 N

LED COUNTDOWN PEDESTRIAN SIGNAL HEAD, TYPE A

0956-0500 P Each 4.0000 N

PEDESTRIAN PUSH BUTTON

4956-0771 P Each 1.0000 N Proj

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RADAR DETECTION SYSTEM WITH EXTENDED WARRANTY

0956-0802 P Each 1.0000 N

ACOUSTIC PREEMPTION SYSTEM

0962-1000 O Linear Foot 11,300.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1001 O Linear Foot 3,220.0000 N

6" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1002 O Linear Foot 440.0000 N

8" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1004 O Linear Foot 200.0000 N

24" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1006 O Linear Foot 18,000.0000 N

6" YELLOW WATERBORNE PAVEMENT MARKINGS

0962-1060 O3 Each 25.0000 N

WHITE WATERBORNE PAVEMENT LEGEND, "STRAIGHT ARROW", 12'-0" X 1'-8"

0962-1061 O3 Each 2.0000 N

WHITE WATERBORNE PAVEMENT LEGEND, "RIGHT ARROW", 12'-0" X 3'-0"

0962-1062 O3 Each 23.0000 N

WHITE WATERBORNE PAVEMENT LEGEND, "LEFT ARROW", 12'-0" X 3'-0"

0962-1063 O3 Each 15.0000 N

WHITE WATERBORNE PAVEMENT LEGEND, "THRU AND RIGHT ARROW", 20'-0" X 3'-7"

0962-1068 O3 Each 3.0000 N WHITE WATERBORNE PAVEMENT LEGEND, "LANE REDUCTION TRANSITION ARROW - LEFT LANE", 18'-0" X 5'-6"

0963-0001 O2, O3 Square Foot 1,300.0000 N

PAVEMENT MARKING REMOVAL

0963-0004 O2, O3 Linear Foot 4,000.0000 N

4" PAVEMENT MARKING REMOVAL

0963-0006 O2, O3 Linear Foot 300.0000 N

6" PAVEMENT MARKING REMOVAL

0964-0001 O Linear Foot 9,600.0000 N

4" WHITE EPOXY PAVEMENT MARKINGS

0964-0002 O Linear Foot 16,100.0000 N

4" YELLOW EPOXY PAVEMENT MARKINGS

0964-0005 O Linear Foot 1,466.0000 N

6" WHITE EPOXY PAVEMENT MARKINGS

4964-0005 O Linear Foot 2,450.0000 N Proj

6" WHITE EPOXY PAVEMENT MARKINGS , RECESSED

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4964-0007 O Linear Foot 900.0000 N Proj

6" BLACK EPOXY PAVEMENT MARKINGS , RECESSED

4964-0008 O Linear Foot 370.0000 N Proj

8" WHITE EPOXY PAVEMENT MARKINGS , RECESSED

0964-0021 O Linear Foot 1,091.0000 N

24" WHITE EPOXY PAVEMENT MARKINGS

0964-0022 O Linear Foot 1,640.0000 N

24" YELLOW EPOXY PAVEMENT MARKINGS

0964-0220 O3 Each 13.0000 N

WHITE EPOXY LEGEND, "STRAIGHT ARROW", 12' - 0" X 1' - 8"

0964-0222 O3 Each 2.0000 N

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

0964-0224 O3 Each 15.0000 N

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

0964-0226 O3 Each 8.0000 N

WHITE EPOXY LEGEND, "THRU AND RIGHT ARROW", 20' - 0" X 3' - 7"

0964-0233 O3 Each 3.0000 N WHITE EPOXY LEGEND, "LANE REDUCTION TRANSITION ARROW - LEFT LANE" , 18'-0" X 5'-6"

0966-0011 O1 Each 2.0000 N

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

0966-0017 O1 Each 152.0000 N

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

0966-0300 O1 Each 166.0000 N

SNOWPLOWABLE RAISED PAVEMENT MARKER, REMOVAL WITHOUT REPLACEMENT

0971-0001 R Each 4.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

0975-0001 R Each 1.0000 N

REMOVE POST MOUNTED SIGNS, TYPE F

9000-0001 M Dollar 500.0000 $1.00 Y Proj

MANAGEMENT OF JAPANESE KNOTWEED DURING CONSTRUCTION

9000-0006 J, J1 Each 6.0000 N Proj THRIE-BEAM GUIDE RAIL TO EXISTING 42" F-SHAPE BRIDGE BARRIER TRANSITION, RETROFIT

9000-0009 J2 Linear Foot 70.0000 N Proj

FENCE RELOCATION

9000-0100 P Each 1.0000 N Proj

REMOVE MAST ARM

9000-0158 M, M3 Dollar 1,000.0000 $1.00 Y Proj

MANAGEMENT OF TREE OF HEAVEN DURING CONSTRUCTION

September 17, 2026 11:01:41 AM Page 12 of 69

9000-0200 R Each 13.0000 N Std

YELLOW REFLECTIVE SIGN POST STRIP

9000-0351 X Dollar 20,000.0000 $1.00 Y Proj

DIRECT HIRE FOR PROTECTIVE SERVICES (FLAGGING)

9000-5002 X Each 6.0000 N Std

CURB RAMP ANALYSIS WITH LIMITED SUBMISSIONS

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

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SPECIAL PROVISIONS

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

Action:

Item(s) Associated:

Header:

APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL)

Provision Body:

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

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

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

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

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

DSP13. Buy America.

DSP15. Commonwealth Standard Terms and Conditions.

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

DSP17. Federal Audit Clause.

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

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

Project Specific Details:

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

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Provision Body:

September 17, 2026 11:01:41 AM Page 14 of 69

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: N1A - A00150 - REVISED CHANGED CONDITION CLAUSE FOR ADA CURB RAMP

ITEMS OF WORK

Addendum:

September 17, 2026 11:01:41 AM Page 15 of 69

A00150 - REVISED CHANGED CONDITION CLAUSE FOR ADA CURB RAMP ITEMS OF WORK

Provision Body:

Pursuant to the provisions of 23 CFR 635.109(c), the second bullet point and the last paragraph of the changed condition clause, Section 110.02(d) are not applicable to the following items of work:

Item 0630-0001 - Plain Cement Concrete Curb Item 0630-0010 - Plain Cement Concrete Curb, Including Removal of Existing Curb Item 4676-0001 - Cement Concrete Sidewalk For ADA Curb Ramps Item 0695-0002 - Detectable Warning Surface, Cast Iron Item 0695-0003 - Detectable Warning Surface, Polymer Concrete Item 0695-0004 - Detectable Warning Surface, Polymer Composite Item 9000-5001 - Preparation of Working Drawings For Concrete Curb Ramps

Any changes that result in actual quantities decreasing to below 75% of the original contract quantity or increasing to over 125% of the original contract quantity will NOT be negotiated for a new unit cost. Any changes in quantities to the above items will be paid at the contract unit price.

Special Provision: C164B - a00164 CHANGES TO SPECIFICATIONS: SECTION 106

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:

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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

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:

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

Provision Body:

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

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

(m) Tests for Depth.

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

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

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

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

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

(m) Tests for Depth.

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

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

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.

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

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

GRADED COURSES

Section 410.3. CONSTRUCTION. Revise to read as follows:

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

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

TABLE G

Mixture Minimum Indicated Compacted Depths

Mixture Minimum Depth

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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*

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

All other Binders Asphalt Binder

The higher of 215 or the minimum temp.

specified in Bulletin 25 minus 45F

The higher of 230 or the minimum temp.

specified in Bulletin 25 minus 30F

As specified in Bulletin

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

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

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

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

Mixtures used by Department maintenance forces.

Mixtures purchased by local or municipal governments.

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

Mixtures used for parking lots.

All 4.75 mm NMAS asphalt mixtures.

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

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

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.

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

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

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

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

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

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

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

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

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

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

(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).

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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.

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

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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).