Attachment 19 - Undercut Drawings .pdf

316 KB Posted

Attached to
Little Rock AFB Base Pavements IDIQ FY25 - Amendment 7
Solicitation number
FA446025R0002
Issued by

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This document is a detailed engineering drawing for pavement repair and construction at Little Rock Air Force Base in Arkansas. The drawing specifies a full depth asphalt repair section with multiple layers: a 2-inch asphalt concrete hot mix surface course, a 4-inch asphalt concrete hot mix binder course, a 12-inch Class 7 crushed stone base course, and an undercut section. The specification requires compaction to 95% standard Proctor, use of geotextile fabric (Mirafi 180N or equal), and a tack coat with full surface coverage. The contract includes an estimated 1,631 cubic yards of undercut, and key notes emphasize the need for traffic control, proof roll subgrade testing in the presence of a base engineer, and adherence to Arkansas Department of Transportation (ARDOT) standard specifications.

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12" OF CLASS 7 CRUSHED STONE BASE COURSE

(STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION, SECTION 303) COMPACTED TO

95% STANDARD PROCTOR (ASTM D698)

AP

PR

O X.

6"

TACK COAT, AHTD SPEC SECTION 401

FULL SURFACE COVERAGE

FULL DEPTH ASPHALT REPAIR SECTION DETAIL

UNDERCUT AS REQUIRED BY PROOF ROLL TEST

APPROX. 18" OF 3" BASE. DENSITIES REQUIRED PER

CLASS 7 BASE COURSE REQUIREMENTS.

GEOTEXTILE FABRIC - MIRAFI 180N OR EQUAL, TYPE 1,

MINIMUM 12" LAPS SHALL BE PLACED UNDER THE 3"

BASE.

2" ASPHALT CONCRETE HOT MIX

SURFACE COURSE (ARDOT

STANDARD SPECIFICATIONS

SECTION 407, 1/2-INCH, PG-70-22)

4" ASPHALT CONCRETE HOT MIX

BINDER COURSE (ARDOT

STANDARD SPECIFICATIONS

SECTION 406, 1-INCH, PG-70-22)

NOTES:

1. PROVIDE ALL TRAFFFIC CONTROL AS REQUIRED.

2. PROOF ROLL SUBGRADE PRIOR TO PLACEMENT OF

BASE COURSE IN PRESENCE OF BASE ENGINEER.

UNDERCUT

3. THIS CONTRACT INCLUDES AN ESTIMATED 1631

CUBIC YARDS OF UNDERCUT.

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ARKANSAS

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LITTLE ROCK A.F.B.

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CONSTRUCT ARNOLD GATE PAVEMENTS

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ARNOLD PAVEMENT SECTION

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ARNOLD REPAIR

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