A001.pdf

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Attached to
TX FTNP PAIS 10(1) MAIN PARK ROAD Federal contract opportunity
Solicitation number
DTFH6816B00015
Issued by
Department of Transportation Federal Highway Administration

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A0001 Asphalt Binder Change

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Other files attached to TX FTNP PAIS 10(1) MAIN PARK ROAD, newest first.
File Type Posted
Bid_Tabs_X.pdf PDF
Bid_Tabs_A.pdf PDF
Bid_Opening_Summary.pdf PDF
A002.pdf PDF
08_24_2016.pdf PDF
08_24_2016.pdf PDF
08_19_2016.pdf PDF
08_09_2016.pdf PDF
Pavements_Report_.pdf PDF
DTFH6816B00015.pdf PDF
Pavements_Report_Addendum.pdf PDF
Appendix_A.pdf PDF
Appendix_C.pdf PDF
Appendix_D.pdf PDF
Appendix_B.pdf PDF
Plans.pdf PDF
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Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

E-60 TX FTNP PAIS 10(1)

Main Park Road

NPS PMIS No.: 130117

Delete Section 401 and substitute the following:

Section 401. - SUPERPAVE ASPHALT CONCRETE PAVEMENT

Description

401.01 This work consists of constructing one or more courses of asphalt concrete pavement using hot or warm mix asphalt (HMA or WMA).

The mix design method is designated as Superpave. Superpave HMA and WMA asphalt concrete pavement nominal maximum size aggregate size is designated as shown in Tables 401-

1. Equivalent single axle loads (ESAL) or number of gyrations at design (NDesign) is designated as shown in Tables 401-1.

A minimum of one percent lime is required in the asphalt concrete mixture.

Pavement roughness is type III and V as shown in Subsection 401.16.

Asphalt binder grade is PG 70-22. The Pressure Aging Vessel test temperature shall be 212°F.

401.02 Conform to the following Subsections:

Material

Aggregate 703.07 Antistrip additive 702.08 Asphalt binder 702.01 Mineral filler 725.05 Recycled asphalt pavement 703.19

Construction Requirements

401.03 Composition of Mix (Job-Mix Formula). Furnish mixes of aggregate, asphalt binder, recycled asphalt pavement (RAP), and additives that meet the applicable material requirements and the appropriate design parameters in Table 401-1 and are capable of being placed and compacted as specified.

Compact specimens with the gyratory effort corresponding to the design ESAL level of 0.3 to <3 million. Volumetric mix properties will be determined at Ndesign according to AASHTO T 312 and R 35. Use a gyratory compactor which meets the internal angle requirement according to

AASHTO T 312.

A001 08/09/2016

Full Appendix B.pdf
APPENDIX B.pdf
subcontractingplan
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0: FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: AGNES RYSZ

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Text13: INVITATION FOR BID- SPECIAL CONTRACT REQUIREMENTS-Section E

Delete page E-60 and replace with the attached page E-60 (Section 401.01. Asphalt binder change).

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)

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