Attachment 5 - Concrete Test Results.pdf
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- Attached to
- 365 ISRG Corrosion Paint Booth
- Solicitation number
- F2QT044004AW02-1
About this file
This document contains the Concrete Test Results for a federal contract opportunity related to the 365 ISRG Corrosion Paint Booth project at Nellis Air Force Base. The test results show that the concrete mix used for an 8-inch thick slab-on-grade (SOG) at the new paint booth, west of the display yard, met the specified design strength of 4,500 psi at 28 days, with an average compressive strength of 6,380 psi. The contract opportunity is a Firm-Fixed Price commercial item contract for the construction of a new paint spray booth, HVAC system, sprinkler fire protection system, and oil-free compressor, with a required delivery of 120 days after contract award. The contract is set aside for small businesses under NAICS code 332311, with a size standard of 750 employees. Offers are due by April 11, 2024, and the contract will be awarded to the responsible offeror with the lowest technically acceptable price.
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Mix Data Supplier: American Eagle Ready Mix Mix: AE655 Specified Design Strength (psi): 4500 at age 28 days
Sample Details Date Sampled: 12/14/22 Date Received: 12/15/22 General Location: 8" Thick SOG @ New Paint Booth, West of Display Yard Sample Location: 10' S and 10' W of NEC of Slab Contractor: XL Concrete Masonry Truck/Ticket: /352279 Sampled By: Dwight Alderdyce Curing Method: One day Field/Laboratory Cure
Time Batched: 05:04 Batch Size (yd³): 11.00 Time Sampled: 06:14 Water Added (gal) Before: 0
Measured Specified Slump (in): ASTM C 143 4.75 Air Temp (°F): 41 Concrete Temp (°F): ASTM C 1064 66 Air Content (%) ASTM C 231 N/A Unit Weight (pcf): ASTM C 138 N/A Time in Truck (mins): 70
Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age
(Days) Diameter
(in) Length
(in) Area (in²)
Type of Cap
Maximum Load (lbf)
Fracture Type / Remarks
Compressive Strength (psi)
Tested By
22-07641-C01A 12/21/22 7 4.03 8.00 12.76 U 57480 5 4510 Bryan Kern 22-07641-C01B 01/11/23 28 4.03 8.00 12.76 U 82140 5 6440 Bryan Kern 22-07641-C01C 01/11/23 28 4.03 8.00 12.76 U 80960 5 6350 Bryan Kern 22-07641-C01D 01/11/23 28 4.03 8.00 12.76 U 80940 5 6350 Bryan Kern
6380Average 28 Day Compressive Strength (psi) 4500Required Strength (psi)
1/12/2023
Concrete Test Report Report No: CTR:22-07641-C01
Issue No: 2
Client:
Date of Issue:
Reviewed By: Joe Gunther (Project Manager)
This report replaces all previous issues of report no 'CTR:22-07641-C01'.
Project: 16449-LV Nellis 365 ISR
Phone: (702) 897-1424
GeoTek - Nevada Las Vegas, NV 89119 Fax: (702) 897-2213
6835 South Escondido Ave
The Korte Company Las Vegas NV 89147 Attention: Mr. Jon Downer
THIS DOCUMENT SHALL NOT BE REPRODUCED EXCEPT IN FULL
CC:
Page 1 of 1Form No: 18947, Report No: CTR:22-07641-C01 © 2000-2023 QESTLab by SpectraQEST.com
Fracture Type: 5 = Type 5 - Side fractures at top or bottom Notes Remarks
1. Sampling to ASTM C 172
2. Specimen(s) prepared to ASTM C 31
3. Capping: B = Bonded ASTM C 617,U = Unbonded ASTM C 1231 shawnerdo Highlight 8" Thick SOG @ New Paint Booth, West of Display Yard shawnerdo Highlight shawnerdo Highlight
File details come from the government source that posted it. Updated .