Attachment 14 PCASE PCC_4DL_6SUBBASE_TRAFFIC AREA_A.pdf

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Attached to
West 388th/419th Fighter Wing Apron at Hill AFB
Solicitation number
W9123822R0008
Issued by

About this file

This federal solicitation seeks design-build services for replacement of pavement and sunshades at the West 388th/419th Fighter Wing Apron at Hill Air Force Base in Utah. The selected contractor will perform design work and then construction to remove approximately 40-year old pavement and replace it with a new 15-inch thick concrete section incorporating a stabilized drainage layer and modified subbase. The project also includes dismantling and replacing existing sunshade shelters and crew shacks on the apron. The contractor will re-mark the new apron. The solicitation was issued by the Department of the Army Corps of Engineers Sacramento District and refers offerors to attachments providing the concept design, supplemental requirements, and criteria for the contractor's final design.

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Other files

File Type Posted
Attachment 23 Revised Drawings G 002 and GC 100.pdf PDF
W9123822R0008 A0013 20220801.pdf PDF
Attachment 5 Price Schedule 20220729.pdf PDF
W9123822R0008 Attachment 5 - Price Schedule - 20220706.pdf PDF
W9123822R0008 Attachment 22 - DoL CWRR UT20220091 - 20220701.pdf PDF
W9123822R0008 Attachment 2 - DoL CWRR UT20220083 - 20220401.pdf PDF
W9123822R0008 Attachment 21 Revised Drawings G-002 GC-100 GC 101 and GC 102.pdf PDF
W9123822R0008-A0012 - 20220706.pdf PDF
W9123822R0008011 Spec 2419 2022-APR-14.pdf PDF
W9123822R0008011 388th Apron Amendment 011.pdf PDF
W9123822R0008 AMENDMENT 0010.pdf PDF
Attachment 19 Revised Drawings.pdf PDF
Attachment 18 SOW VE HAFB W388thApron Design Build design phase 7Apr22.pdf PDF
W9123822R0008-0009 AMENDMENT 0009.pdf PDF
Attachment 16 Revised Drawings AM0009- 4 April 2022.pdf PDF
Attachment 17 Spec 2419 AM0009 (2022-APR-05).pdf PDF
INFORMATION ONLY Hydrant_Fuel_Pit_Detials.pdf PDF
W9123822R0008-0008 AMENDMENT 0008.pdf PDF
Attachment 10 BASE FACILITY DESIGN STANDARD.pdf PDF
Attachment 12 Hill AFB West 388th 419th Apron Preliminary Geotechnical Information.pdf PDF
Attachment 7 2021_Value Study Report Guide.pdf PDF
Attachment 8 Value Engineering Preparing the In Brief Presentation Guidelines.pdf PDF
Attachment 13 PCASE ACC Shoulder .pdf PDF
Attachment 9 Revised Drawing Cut Sheets.pdf PDF
Attachment 1 Spec 2419 (Searchable Hill AFB West 388th Apron).pdf PDF
Attachment 11 Hill AFB Seed Mixture.pdf PDF
Attachment 15 Crew Shelters As-Built Drawings.pdf PDF
Phase 2 Attachment 3 Site Visit Map.pdf PDF
West 388th Apron Site Visit Sign In.pdf PDF
West 388th apron site walk photos.pdf PDF
Phase 2 Attachment 2 CWRR Heavy and Building.pdf PDF
Phase 3 Attachment 3 Site Visit Map.pdf PDF
Phase 2 Attachment 4 Drawings.pdf PDF
Phase 2 Attachment 6 Pre-Award Survey .pdf PDF
Phase 2 Attachment 4 CWRR Heavy and Building.pdf PDF
Phase 2 Attachment 2 Drawings.pdf PDF
Phase 2 Attachment 1 Specifications .pdf PDF
1442 W9123822R0008 A0007.pdf PDF
Phase 2 Attachment 5 Price Schedule.pdf PDF
Phase 2 Attachment 3 Supplemental Contract Requirements.pdf PDF
W9123822R0008 Amendment 0006.pdf PDF
28 December 2021 W9123822R0008 Interested Vendors List.docx DOCX document
W9123822R0008 AMENDMENT 0005.pdf PDF
W9123822R0008 AMENDMENT 0004.pdf PDF
Attachment 4 Part 1 BUILDING Wage Determination.pdf PDF
W9123822R0008 AMENDMENT 0003.pdf PDF
Attachment 4 Part 2 HEAVY CONSTRUCTION Wage Determination.pdf PDF
Attachment 5 - PROJECT INFORMATION FORM.pdf PDF
W9123822R0008 AMENDMENT 0002.pdf PDF
W9123822R0008 AMENDMENT 0001.pdf PDF
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Text version

Pavement Thickness Report U.S. Army Corps of Engineers

PCASE Version 2.09.06 Date : 6/14/2021Design Name : PCC SUBBASE

Design Type : Airfield Pavement Type : Rigid

Traffic Area : Area A Analysis Type : K

Depth of Frost (in) : 25 Wander Width (in) : 70

% Load Transfer : 25 Effective K (pci) : 270

Reduced Sub Effective K (pci) : 61 Joint Spacing : 15 to 20 ft

Dowel Spacing : 15.00 in Dowel Length : 20.00 in

Dowel Diameter: 1.00 to 1.25 in

Layer Information

Layer Type Material Type Frost Code Moisture Content

Dry Unit Weight (lb/ft^3)

Flexural Strength (lb/ft^3)

CrCb (psi) % Steel Analysis

Non frost Design

Thickness (in)

Reduced Subgrade Strength

(in)

Limited Subgrade

Penetration (in)

K Strength

(pci)

PCC NA NFS 0 145 650 0 0 Compute 14.78 23.46 14.78 0 DRA NA NFS 5 130 0 0 0 Manual 4 4 4 0 SEP NA NFS 8 130 0 0 0 Manual 6 6 6 0

SUBG COHCUT F3/F4 18 100 0 0 0 Manual 0 0 0 175

Traffic Information

Pattern Name AIR FORCE

MEDIUM COPY-

Vehicles Weight (lb)

Traffic Area A, B

Weight (lb) Traffic Area C, D ACN

PassesTraffic

AreaA, B, C

PassesTraffic AreaD

Equival entPas ses B-52 400000 300000 57 400 4 187464 C-17 585000 438750 40 400000 4000 400000 F-15E 81000 60750 33 100000 1000 34033

C-17A GLOBEMASTER III 585000 438750 0 621497

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