PROPOSAL Report - Project 101100

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PROPOSAL REPORT

Project: 101100 Bid

Package: 1

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

Version: Current Addendum

Count: 0

District: 03 County: Bradford

SR/SEC/

Group ID: 6/131/INTERSECTION IMPROV

Description

SR6 & SR 187 Intersection

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW C164A - a00164 CHANGES TO SPECIFICATIONS: SECTION 106 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) G810A - a00810 MIXTURE ACCEPTANCE AND DENSITY ACCEPTANCE G1601A - a01601 E.E.O. COVERED AREA G1902B - a01902 INSURANCE--GENERAL APPLICATION-ADDITIONAL COVERAGE LIMITS G2201A - a02201 RAILROAD COMPANY CONTACT PERSON G2301B - a02301 MAINTENANCE AND PROTECTION OF RAILROAD TRAFFIC G2302A - a02302 Worker Protection and Investment G2401B - a02401 RAILROAD PROTECTIVE SERVICES COSTS S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH S6092B - b06092-SECTION 609.2(f) MISCELLANEOUS MATERIALS G30005B - r300005 RECLAIMED ASPHALT PAVEMENT (RAP) INDUSTRY-WIDE COPRODUCT

DETERMINATION

G30020E - r300020 EMERGENCY RESPONSE PROVISIONS G30240D - r300280 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS G30180C - r300282 COOPERATION AND COORDINATION OF CONTRACTORS G30330B - r300330 PERMANENT SIGNS G30434D - r300434 CONSTRUCTION RESTRICTIONS S30043C - s0304131 SECTION 413.3(g)3 Paving Notches S30045D - s0304132 SECTION 413.3(k) Joints. 1. Longitudinal Joints. 1.a General S30035F - s0304133 SECTION 413.3(k) Joints. 3.Other Joints S30048A - s0304136 Section 413.3(j)4. Pavement Cores S30055C - s0304910 SECTION 491 MILLING OF BITUMINOUS PAVEMENT SURFACE S30070D - s0306010 SECTION 601 PIPE CULVERTS S30073C - s0306011 SECTION 601.3(c) LAYING PIPE S30093E - s0306270 SECTION 627 TEMPORARY BARRIER S30096E - s0306300 SECTION 630 PLAIN CEMENT CONCRETE CURB S30098D - s0306760 SECTION 676 CEMENT CONCRETE SIDEWALKS S30931A - s0309311 SECTION 931 POST MOUNTED SIGNS, TYPE B S30932A - s0309321 SECTION 932 POST MOUNTED SIGNS, TYPE C S30935A - s0309351 SECTION 935 POST MOUNTED SIGNS, TYPE F S30936A - s0309361 SECTION 936 STRUCTURE MOUNTED SIGNS

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S30110F - s0309520 SECTION 952 CONTROLLER ASSEMBLY S30117E - s0309620 SECTION 962 WATERBORNE PAVEMENT MARKINGS S30963A - s0309630 SECTION 963 PAVEMENT MARKING REMOVAL S30127E - s0309650 SECTION 965 PREFORMED THERMOPLASTIC PAVEMENT MARKINGS S30971A - s0309711 SECTION 971 REMOVE POST MOUNTED SIGNS, TYPE B S30975A - s0309751 SECTION 975 REMOVE POST MOUNTED SIGNS, TYPE F S30170G - s0311090 SECTION 1109 GUIDE RAIL AND METAL MEDIAN BARRIER I30010C - t0302010 ITEM 0201-0001 - CLEARING AND GRUBBING I6091L - t030609009 ITEM 0609-0009 EQUIPMENT PACKAGE 00 - t03067702 ITEM 4677-0002 – SELECTED MATERIAL SURFACING (NO. 2A SUBBASE) I30310D - t0309010 ITEM 0901-0001 - MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

00 - t03095140 ITEM 4951-4012 - TRAFFIC SIGNAL SUPPORT, 12' PEDESTAL, TYPE F, ETC 00 - t03095404 ITEM 4954-0403 - ELECTRICAL SERVICE, TYPE C (DUAL DISCONNECT) 00 - t03880001 ITEM 8800-0001 SANITARY SEWER RELOCATION 00 - t03880002 ITEM 8800-0002 12" WATER MAIN RELOCATION 00 - t03880003 ITEM 8800-0003 FIRE HYDRANT REMOVAL AND RELOCATION 00 - t03880004 ITEM 8800-0004 WATER SERVICE ADJUSTMENTS AND RELOCATIONS 00 - t03880005 ITEM 8800-0005 SEWER ADJUSTMENTS AND RELOCATIONS 00 - t03900001 ITEM 9000-0001 - LED LUMINAIRE, 250-WATT EQUIVALENT, ARM MOUNT 00 - t03900002 ITEM 9000-0002 GRANITE CURB 00 - t03900003 ITEM 9000-0003 RESET GRANITE CURB 00 - t03900130 ITEMS 9000-0130 - 0139 and 0142 - REMOVAL OF UNDERGROUND STORAGE

TANKS, ETC

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

CONSTRUCTION AGGREGATE

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

CONSTRUCTION CONCRETE

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BID PACKAGE SUMMARY

Project: 101100 Bid Package: 1

Project Type: Standard Posted:

Federal Project Status: PENNDOT Oversight NHS State Type of Work: MISCELLANEOUS

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-1

Scheduled Let: 10/22/2026 11:00:00 AM Project Cost Range: $2,500,000.00 - $4,999,999.99 Anticipated NTP: 12/07/2026 Structure Work: 0.00%

Required Completion: 10/25/2028 DBE: 0% Wage Rates: Yes

Description:

The description and location of the project are as follows: Mill and resurface, full depth reconstruction, realignment, asphalt base course, asphalt rich base course, flexible base replacement, Wearing and binder course, intersection improvements, signal upgrades, curb ramps, railroad connection, sidewalks, utility relocations, drainage, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 6, SECTION 131, in WYSOX TOWNSHIP BRADFORD COUNTY from approximately 0.7 MILE NORTHWEST of intersection with SR 2032 Craftmaster Rd at segment 0650 offset 0089 to approximately 0.8 MILE NORTHEAST of intersection with SR 1027 Coolbaugh Rd at segment 0690 offset 1668.

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.

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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 Std

CLEARING AND GRUBBING

0202-0001 B Lump Sum 1.0000 N

DEMOLITION

0203-0001 C Cubic Yard 8,224.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 9,284.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 84.0000 N

CLASS 2 EXCAVATION

0212-0014 C3, H, M2 Square Yard 14,788.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0313-0322 E Square Yard 1,550.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 4" DEPTH

0313-0337 E Ton 968.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX

0314-0105 E Square Yard 13,195.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, ASPHALT RICH BASE COURSE, PG 64S-22, 25.0 MM MIX, 5" DEPTH

0316-0337 E, F1 Ton 124.0000 N

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

MIX

0350-0105 C, E Square Yard 1,097.0000 N

SUBBASE 5" DEPTH (NO. 2A)

0350-0106 C, E Square Yard 453.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0108 C, E Square Yard 13,195.0000 N

SUBBASE 8" DEPTH (NO. 2A)

0350-0121 C, E Ton 496.0000 N

SUBBASE (NO. 2A)

0413-0195 F Square Yard 561.0000 N

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

DEPTH, SRL-L

0413-0433 F Square Yard 13,590.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64E-22, 10 TO < 30 MILLION ESALS, 9.5 MM MIX, 2"

DEPTH, SRL-H

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0413-1030 F Ton 1,056.0000 N

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

MM MIX, SRL-E

0413-6035 F Square Yard 453.0000 N

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

DEPTH

0413-6037 F Ton 309.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, < 0.3 MILLION ESALS, 19.0 MM MIX

0413-6078 F Square Yard 8,649.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64E-22, 10 TO < 30 MILLION ESALS, 19.0 MM MIX, 3"

DEPTH

0413-9999 X Dollar 14,974.0000 $1.00 Y

PERCENT WITHIN LIMITS (PWL) LOT INCENTIVE/DISINCENTIVE

0460-0004 F4 Gallon 1,417.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0491-0013 F3 Square Yard 1,908.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0019 F3 Square Yard 3,969.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0601-3100 H Linear Foot 448.0000 N

14" X 23" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE A HORIZONTAL, < 1.5' FILL, 100 YEAR DESIGN LIFE (WITH

RESILIENCY MEASURES)

0601-7014 H Linear Foot 1,050.0000 N

18" REINFORCED CONCRETE PIPE, TYPE A, 15' - 2' FILL, 100 YEAR DESIGN LIFE

0605-2401 K Set 1.0000 N

MANHOLE FRAME AND COVER

0605-2731 K Set 4.0000 N

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2850 K Each 16.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0605-2854 K Each 5.0000 N

TYPE 4 INLET BOX, HEIGHT < /= 10'

0605-2862 K Each 1.0000 N

TYPE 6 INLET BOX, HEIGHT < /= 10'

0605-3011 K Each 1.0000 N

TYPE 4 MANHOLE, STORM WATER, HEIGHT >5' AND < /= 10'

0605-5721 K Set 18.0000 N

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

0606-0050 C1, K Set 37.0000 N

GRADE ADJUSTMENT OF EXISTING INLETS

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0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0004 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE C

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

0610-7002 H2 Linear Foot 3,299.0000 N

6" PAVEMENT BASE DRAIN

0627-3019 J1 Linear Foot 687.0000 N

TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=1'

0630-0041 K Linear Foot 2,308.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT

0676-0001 K Square Yard 161.0000 N

CEMENT CONCRETE SIDEWALK

4677-0002 C1, E Ton 27.0000 N Proj

SELECTED MATERIAL SURFACING MODIFIED

0686-0020 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE B

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

0695-0004 K Square Foot 80.0000 N

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE

0696-0610 J1 Each 4.0000 N

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

0802-0001 C1, M Cubic Yard 478.0000 N

TOPSOIL FURNISHED AND PLACED

0804-0025 M3 Pound 13.0000 N

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

0804-0027 M3 Pound 1.0000 N

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

0804-0032 M3 Pound 2.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0806-0113 M2 Square Yard 933.0000 N

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

0806-0140 M2 Square Yard 2,858.0000 N

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PERMANENT ROLLED EROSION CONTROL PRODUCT, TYPE 5A

0810-0052 A, M1 Each 2.0000 N

SELECTIVE TREE REMOVAL

0811-0003 J2, M Linear Foot 500.0000 N

TEMPORARY PROTECTIVE FENCE

0849-0010 C1 Each 9.0000 N

ROCK CONSTRUCTION ENTRANCE

0860-0000 M2 Each 34.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0002 M2 Each 21.0000 N

INLET FILTER BAG FOR TYPE C INLET

0867-0012 M2 Linear Foot 491.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0901-0001 Q Lump Sum 1.0000 N Std

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0240 Q, R Square Foot 500.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 55,601.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 36,692.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0331 O Linear Foot 7,158.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0334 O Linear Foot 682.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0461 Q Each 5.0000 N

FULL-MATRIX CHANGEABLE MESSAGE SIGN WITHOUT TELECOMMUNICATIONS

0910-0002 C1, P8 Each 1.0000 N

JUNCTION BOXES J.B.-2

0910-4116 P8 Linear Foot 1,894.0000 N

AWG 8 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0931-0001 R Square Foot 40.0000 N

POST MOUNTED SIGNS, TYPE B

0932-0001 R Square Foot 18.0000 N

POST MOUNTED SIGNS, TYPE C

0935-0001 R Square Foot 28.0000 N

POST MOUNTED SIGNS, TYPE F

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0936-0010 R Square Foot 19.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS WITH STIFFENERS

0936-0200 R Square Foot 60.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS

0936-0400 P8 Each 2.0000 N

FLASHING WARNING SIGN

0941-0001 R Each 23.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0942-0002 R Each 8.0000 N

RESET POST MOUNTED SIGNS, TYPE C

0945-0001 R Each 36.0000 N

RESET POST MOUNTED SIGNS, TYPE F

0951-0135 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 35' MAST ARM

0951-0145 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 45' MAST ARM

0951-2130 P Each 1.0000 N

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

0951-2140 P Each 1.0000 N

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

0951-2150 P Each 2.0000 N

TRAFFIC SIGNAL SUPPORT, 50' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT)

4951-4012 P Each 4.0000 N Proj TRAFFIC SIGNAL SUPPORT, 12' PEDESTAL , TYPE F (WITH CAST ALUMINUM BREAKAWAY BASE)

0952-1040 P Each 1.0000 N

NEMA TS-2; TYPE 2 CONTROLLER ASSEMBLY, TYPE 1 MOUNTING

0953-0800 P Each 1.0000 N

RAILROAD INTERCONNECT

0954-0012 P8 Linear Foot 457.0000 N

2 INCH CONDUIT

0954-0013 P8 Linear Foot 730.0000 N

3 INCH CONDUIT

0954-0151 C1, P8 Linear Foot 482.0000 N

TRENCH AND BACKFILL, TYPE I

0954-0201 P8 Linear Foot 1,520.0000 N

SIGNAL CABLE, 14 AWG, 3 CONDUCTOR

0954-0202 P8 Linear Foot 3,017.0000 N

SIGNAL CABLE, 14 AWG, 5 CONDUCTOR

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0954-0203 P8 Linear Foot 1,335.0000 N

SIGNAL CABLE, 14 AWG, 7 CONDUCTOR

0954-0304 P8 Each 4.0000 N

JUNCTION BOX, JB-27 GALVANIZED STEEL

4954-0403 P8 Each 1.0000 N Proj

ELECTRICAL SERVICE, TYPE C (DUAL DISCONNECT)

0954-0500 C6, P8 Linear Foot 235.0000 N

DIRECTIONAL BORING

0954-0600 P8 Each 1.0000 N

UNINTERRUPTIBLE POWER SUPPLY (UPS)

0955-3208 P Each 11.0000 N

VEHICULAR SIGNAL HEAD, THREE 12" SECTIONS

0955-3209 P Each 1.0000 N

VEHICULAR SIGNAL HEAD, FOUR 12" SECTIONS

0955-3722 P Each 8.0000 N

LED COUNTDOWN PEDESTRIAN SIGNAL HEAD, TYPE A

0956-0601 P Each 2.0000 N

RADAR DETECTOR

0956-0700 P Each 3.0000 N

VIDEO DETECTOR

0956-0790 P Each 8.0000 N

ACCESSIBLE PEDESTRIAN SIGNALS

0956-0801 P Each 1.0000 N

OPTICAL PREEMPTION SYSTEM

0958-0041 P, Q Each 1.0000 N

TEMPORARY TRAFFIC CONTROL SIGNALS ON FIXED SUPPORTS (4 OR MORE APPROACHES)

0958-0221 P, Q Each 1.0000 N

TEMPORARY TRAFFIC CONTROL SIGNAL ON FIXED SUPPORTS, RESET (4 OR MORE APPROACHES)

0958-0222 P, Q Each 1.0000 N

0958-0223 P, Q Each 1.0000 N

0958-0224 P, Q Each 1.0000 N

0958-0225 P, Q Each 1.0000 N

0958-0226 P, Q Each 1.0000 N

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0958-0227 P, Q Each 1.0000 N

0958-0228 P, Q Each 1.0000 N

0958-0229 P, Q Each 1.0000 N

0960-0101 O2 Each 14.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "ONLY", 8' - 0"

0960-0222 O2 Each 2.0000 N

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

0960-0224 O2 Each 12.0000 N

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

0962-1000 O Linear Foot 7,772.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1001 O Linear Foot 1,223.0000 N

6" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 10,148.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0963-0001 O2, O3 Square Foot 649.0000 N

PAVEMENT MARKING REMOVAL

0963-0004 O2, O3 Linear Foot 65,186.0000 N

4" PAVEMENT MARKING REMOVAL

0963-0006 O2, O3 Linear Foot 3,121.0000 N

6" PAVEMENT MARKING REMOVAL

0963-0010 O2, O3 Each 22.0000 N

PAVEMENT MARKING REMOVAL (LEGENDS AND SYMBOLS)

0965-0021 O2 Linear Foot 776.0000 N

24" WHITE PREFORMED THERMOPLASTIC PAVEMENT MARKINGS

0965-0022 O2 Linear Foot 278.0000 N

24" YELLOW PREFORMED THERMOPLASTIC PAVEMENT MARKINGS

0965-0101 O2 Each 6.0000 N

WHITE PREFORMED THERMOPLASTIC LEGEND, "ONLY", 8' - 0"

0965-0151 O2 Each 1.0000 N

WHITE PREFORMED THERMOPLASTIC LEGEND, "RR CROSSING", 6' - 6", 11' LANE WIDTH (INCLUDES "X", "RR", AND 2

TRANSVERSE BANDS)

0965-0222 O2 Each 3.0000 N

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

September 3, 2026 11:44:41 AM Page 12 of 74

0965-0224 O2 Each 4.0000 N

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

0971-0001 R Each 6.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

0975-0001 R Each 1.0000 N

REMOVE POST MOUNTED SIGNS, TYPE F

8800-0001 H Lump Sum 1.0000 N Proj

SANITARY SEWER MAIN RELOCATION

8800-0002 H Lump Sum 1.0000 N Proj

12" WATER MAIN RELOCATION

8800-0003 H Lump Sum 1.0000 N Proj

FIRE HYDRANT REMOVAL AND RELOCATION

8800-0004 H Lump Sum 1.0000 N Proj

WATER SERVICE ADJUSTMENTS AND RELOCATIONS

8800-0005 H Lump Sum 1.0000 N Proj

SEWER ADJUSTMENTS AND RELOCATIONS

9000-0001 X Each 4.0000 N Proj

LED LUMINAIRE, 250-WATT EQUIVALENT, ARM MOUNT

9000-0002 K Linear Foot 58.0000 N Proj

GRANITE CURB

9000-0003 K Linear Foot 115.0000 N Proj

RESET GRANITE CURB

9000-0130 X Each 1.0000 N Proj

UNDERGROUND STORAGE TANK REMOVAL

9000-0131 X Each 8.0000 N Proj

UNDERGROUND STORAGE TANK SOIL SAMPLING AND TESTING, TEST "A"

9000-0132 X Each 8.0000 N Proj

UNDERGROUND STORAGE TANK SOIL SAMPLING AND TESTING, TEST "B"

9000-0133 X Each 8.0000 N Proj

UNDERGROUND STORAGE TANK SOIL SAMPLING AND TESTING, TEST "C"

9000-0134 X Each 4.0000 N Proj

LIQUID SAMPLING AND ANALYSIS, TEST "A"

9000-0135 X Each 4.0000 N Proj

LIQUID SAMPLING AND ANALYSIS, TEST "B"

9000-0136 X Each 4.0000 N Proj

LIQUID SAMPLING AND ANALYSIS, TEST "C"

9000-0137 X Ton 49.0000 N Proj

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DISPOSAL OF CONTAMINATED SOIL AND DEBRIS

9000-0138 X Gallon 500.0000 N Proj

DISPOSAL OF CONTAMINATED LIQUIDS

9000-0139 X Gallon 20.0000 N Proj

DISPOSAL OF TANK CONTENTS

9000-0142 C1 Cubic Yard 30.0000 N Proj

ADDITIONAL CONTAMINATED SOIL EXCAVATION

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

September 3, 2026 11:44:41 AM Page 14 of 74

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 3, 2026 11:44:41 AM Page 15 of 74

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

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

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

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

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

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

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

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

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

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

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

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

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

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Header:

CHANGES TO SPECIFICATIONS: SECTION 106

Provision Body:

SECTION 106—CONTROL OF MATERIAL

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

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

Add 106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS.

106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS—

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

The term produced in the United States defined as:

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

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

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

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

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

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

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

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

3. Construction Materials.

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

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

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

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

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

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

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

Addendum:

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

Provision Body:

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

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

(m) Tests for Depth.

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

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

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

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

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

(m) Tests for Depth.

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

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

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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 360—ASPHALT TREATED PERMEABLE BASE COURSE

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

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

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

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

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

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

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

GRADED COURSES

Section 410.3. CONSTRUCTION. Revise to read as follows:

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

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

TABLE G

Mixture Minimum Indicated Compacted Depths

Mixture Minimum Depth

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

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

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

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

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

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

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

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

TABLE H

Dispute Resolution Retest Cost Table

Test Method

Mixture Acceptance Retest Cost if Retest Results Indicate

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

Mixture Acceptance Retest Cost if Retest Results Indicate

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

PTM No.

702/739 $900 $3,500

PTM No. 757 $500 $2,000

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

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

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

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

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

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

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

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

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

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

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

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TABLE A

Job-Mix Formula Composition Tolerance Requirements of the Completed Mix

Single Sample (n=1) Multiple

Samples (n > 3)

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

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

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

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

Temperature of Mixture (F)

Class of Material Type of Material

Chemical, Organic, Foaming Additives

Minimum*

Mechanical Foaming Equipment/Process

Minimum* Maximum*

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

All other Binders Asphalt Binder

The higher of 215 or the minimum temp.

specified in Bulletin 25 minus 45F

The higher of 230 or the minimum temp.

specified in Bulletin 25 minus 30F

As specified in Bulletin

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

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

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

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

Mixtures used by Department maintenance forces.

Mixtures purchased by local or municipal governments.

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

Mixtures used for parking lots.

All 4.75 mm NMAS asphalt mixtures.

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

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

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

Asphalt Content.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

1.e. Safety Edge. Construct the Safety Edge as the standard edge treatment on the outside edge of asphalt pavements and shoulders. Use the Safety Edge for both wearing and binder courses with a depth of 1.5 inches or greater. Do not place the Safety Edge at total depths greater than 5 inches. The Safety Edge is not required where curb or sidewalk are encountered or where the face of guiderail is directly over the edge of pavements. Do not place the Safety Edge for base, leveling, or scratch courses.

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

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

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

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

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

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

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

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

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

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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.