20. Boring Detail - 2019 Pavement Evaluation.pdf

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Attached to
Stoppage Repair West Runway Friction Improvement - 100% WOSB
Solicitation number
FA301622R0002
Issued by

About this file

This document contains physical property data and pavement structure details for runways, taxiways, and other paved areas at Randolph Air Force Base in Texas. Key information includes thickness and material type for multiple pavement layers at different locations, along with flexural strength, California bearing ratio, and description data for each layer. Subbase and subgrade materials including silty gravel with sand and various clay types are also specified. Section identifiers, runway and taxiway designations, and pavement types are provided throughout.

The federal contract opportunity is a solicitation seeking a contractor to provide all management, tools, materials, equipment and labor necessary to repair the west runway friction improvement at Joint Base San Antonio-Randolph, with an estimated value between $1 million and $5 million. The 120-day period of performance would commence upon award. While funds are not presently available, the solicitation remains open with the option to cancel before or after the closing date.

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Text version

THICK

(in)

DESCRP

FLEX

(psi)

THICK

(in)

DESCRP

FLEX

(psi)

THICK

(in)

DESCRP K/CBR

THICK

(in)

DESCRP K/CBR DESCRP K/CBR

SUMMARY OF PHYSICAL PROPERTY DATA

Randolph AFB, TX

SECT IDENT

OVERLAY PAVEMENT PAVEMENT BASE SUBBASE SUBGRADE

- - 150

300 - 150

20 - 10

60 - 5

20 30 10

60 - 5

80 - 10

100 - 5

500 350 200

500 350 200

500 400 200

500 400 200

500 350 150

500 350 150

500 450 150

500 450 150

100 80 7

50 - 7

100 - 7

450 - 200

450 - 200

- - - 11.00 PCC 800 8.00 STAB BASE 24.00 SILTY GRAVEL

WITH SAND, GM₁₁

CL₇₄

CL₇₄PCC 555 8.00 GW-GM₁₁ - -

GW-GM₁₁ - - CL₇₄

R08C2 RUNWAY 15R/33L 4.50 PCC NT 11.00

CH₇₄

R08C1 RUNWAY 15R/33L 4.50 PCC NT 11.00 PCC 555 8.00

PCC 450 8.00 STAB BASE - -

GC₇₄ - - CH₇₄

R07C RUNWAY 15R/33L 5.25 AC - 10.00

CH₇₄

R06C RUNWAY 15R/33L 5.50 AC - 8.50 PCC 515 6.00

AC - 13.00 STAB BASE 6.50 LIME TREATED

CLAY

STAB BASE 6.00 LIME TREATED

CLAY CH₇₄

R05C RUNWAY 15R/33L - - - 4.50

CH₇₄

R04A2 RUNWAY 15R/33L - - - 10.25 PCC 555 6.75

PCC 555 6.75 STAB BASE 6.00 LIME TREATED

CLAYR04A1 RUNWAY 15R/33L - - - 10.25

CL₇₄

R03A2 RUNWAY 15L/33R

PCC 800 8.00 STAB BASE 24.00 SILTY GRAVEL

WITH SAND, GM₁₁

STAB BASE 10.00 SILTY GRAVEL

WITH SAND, GM₁₁

CL₇₄

R03A1 RUNWAY 15L/33R - - - 11.00

CL₇₄

R02C2 RUNWAY 15L/33R - - - 10.75 PCC 800 9.00

PCC 800 9.00 STAB BASE 10.00 SILTY GRAVEL

WITH SAND, GM₁₁

STAB BASE 10.00 SILTY GRAVEL

WITH SAND, GM₁₁

CL₇₄

R02C1 RUNWAY 15L/33R - - - 10.75

CL₇₄

R01A2 RUNWAY 15L/33R - - - 11.00 PCC 800 8.00

PCC 800 8.00 STAB BASE 10.00 SILTY GRAVEL

WITH SAND, GM₁₁

STAB BASE - - CH₇₄

R01A1 RUNWAY 15L/33R - - - 11.00

FAT CLAY WITH

SAND, CH₁₁

O04C OVERRUN 15R/33L - - - 2.00 AC - 10.00

AC - 14.00 SILTY GRAVEL

WITH SAND, GM₁₁

CLAVEY GRAVEL,

GC₇₄ - - CH₇₄

O03C OVERRUN 15R/33L - - - 2.25

FAT CLAY WITH

SAND, CH₁₁

O02C3 OVERRUN 15L/33R - - - 2.00 DBST - 8.00

AC - 13.00 SILTY GRAVEL

WITH SAND, GM₁₁

12.00 SILTY GRAVEL

WITH SAND, GM₁₁

STAB BASE - - CH₇₄

O02C1 OVERRUN 15L/33R - - - 2.25

CL₇₄

O01C3 OVERRUN 15L/33R - - - 2.00 DBST - 6.00

AC - 22.00 SILTY GRAVEL

WITH SAND, GM₁₁

SM₈₅ - - FAT CLAY WITH

SAND, CH₁₅

O01C1 OVERRUN 15L/33R - - - 2.25

CH₈₅

A42B POWER CHECK

PAD - - - 8.25 PCC 595₁₅ 6.50

PCC NT - - - -A41C HANGAR ACCESS

APRON - - - 6.00

D-5

THICK

(in)

DESCRP

FLEX

(psi)

THICK

(in)

DESCRP

FLEX

(psi)

THICK

(in)

DESCRP K/CBR

THICK

(in)

DESCRP K/CBR DESCRP K/CBR

SUMMARY OF PHYSICAL PROPERTY DATA

Randolph AFB, TX

SECT IDENT

OVERLAY PAVEMENT PAVEMENT BASE SUBBASE SUBGRADE

400 - 150

400 - 150

250 - 125

350 - 150

500 - 100

500 350 200

350 - 150

500 250 200

300 - 200

250 - 200

450 - 200

400 - 200

400 - 175

400 - 225

400 - 225

500 250 200

- 275 100

400 225 150

300 - 130

450 - 150

70 - 5GC₈₅ - - CH₈₅

CH₈₅

T10C2 TAXIWAY G2 4.25 AC - 6.00 PCC NT 6.00

PCC 605 8.00 SILTY GRAVEL

WITH SAND, GM₁₁

GC₈₅ - - FAT CLAY WITH

SAND, CH₁₁

T10C1 TAXIWAY G2 - - - 15.75

CH₇₄

T09A TAXIWAY G1 - - - 11.00 PCC 710 6.00

PCC 720 5.00 SILTY GRAVEL

WITH SAND, GM₁₁

8.00 GC₇₄

LEAN PCC 7.00 CLAYEY GRAVEL

WITH SAND, GC₁₉ CH₇₄

T08A2 TAXIWAY D - - - 15.00

SC₈₅

T08A1 TAXIWAY D - - - 16.00 PCC 800 6.50

PCC 740 7.00 STAB BASE 3.50 SILTY GRAVEL

WITH SAND, GM

STAB BASE - - SC₈₅

T07A3 TAXIWAY A6 - - - 11.25

SC₈₅

T07A2 TAXIWAY A6 - - - 11.25 PCC 545 12.00

PCC 775 12.00 STAB BASE - -

SILTY GRAVEL

WITH SAND, GM₁₁

- - CL₈₅

T07A1 TAXIWAY A - - - 11.25

CL₈₅

T06A2 TAXIWAY A5 - - - 15.50 PCC 755 8.00

PCC 800 12.00

SILTY GRAVEL

WITH SAND,

GM⁶₁₁

SILTY GRAVEL

WITH SAND, GM₁₁

- - CL₈₅

T06A1 TAXIWAY C - - - 15.25

CLAY, CL ₈₅

T05A TAXIWAY B - - - 15.00 PCC 800 12.00

PCC 715 18.00 CLAYEY

GRAVEL₈₅ - -

GC₈₅ - - CL₈₅

T03A2 TAXIWAY A - - - 13.25

CL₇₄

T03A1 TAXIWAY A - - - 12.50 PCC 760 15.00

PCC 800 9.50 STAB BASE 15.00 SILTY GRAVEL

WITH SAND, GM₁₁

GC₈₅ - - CH₈₅

T02C3 TAXIWAY A2 - - - 11.00

CL₇₄

T02C1 TAXIWAY A2 - - - 8.75 PCC 500 8.00

PCC 470 8.00 STAB BASE 10.00 SILTY GRAVEL

WITH SAND, GM₁₁

STAB BASE - - FAT CLAY WITH

SAND, CH₁₁

T01A2 TAXIWAY A1 - - - 11.00

CL⁴₇₄

T01A1 TAXIWAY A1 - - - 12.75 RPCC 800 7.50

PCC 480 6.00 CLAYEY GRAVEL

WITH SAND, GC₁₉ - -

CLAYEY GRAVEL

WITH SAND, GC₁₉ - - CH⁴₇₄

R12C RUNWAY 15R/33L 3.75 AC - 9.75

CH₇₄

R11A RUNWAY 15R/33L 4.25 AC - 7.00 PCC NT 6.00

PCC 750 10.00 GW-GM₇₄ - -

GW-GM₇₄ - - CH₇₄

R10A2 RUNWAY 15R/33L - - - 11.00

R10A1 RUNWAY 15R/33L - - - 11.00 PCC 750 10.00

D-6

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