Summary for Test 2023-02-20-2-4
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 993717 DEA: 021J8304 EFIS: 0220000148 |
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DIST-CO-RTE-PM | 02-SHA,TEH-5,36,44-VAR |
Award Date | 06/15/2022 |
Closeout Date | 05/06/2024 |
Work Description | REINF STRUCTURAL CONC BRIDGE, APPROACH SLAB & POLYESTER CONC OVERLAY. |
Location Description | SHASTA AND TEHAMA COUNTIES AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 04/11/2022) |
Sample Information
Sample Taken Date | 02/20/2023 | Sample Unique Key | 2 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 02/21/2023 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 2 tankers | From where was the sample collected | Source |
First name of sampler or witnessed by | Gilberto | Last name of sampler or witnessed by | Gonzalez |
Title of sampler | Quality Control Manager | Telephone number of sampler | 17076245467 |
Laboratory sample identification | 943765 | Linked DIME Sample ID | 943765 |
The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | Transportation Laboratory (TL) Number | Sacramento Caltrans lab |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Polyester | Mfg. Lot Number(s) | 1456097 |
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Batch number | 1456097 | Mix number | 1456097 |
Test Details
DIME Sample ID: 2023-02-20-2
DIME Test ID: 2023-02-20-2-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-06-30
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Kelly Potterf
Date of test: 02/10/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.254 in
Sample 1 Area: 0.1234 in^2
Sample 1 Ultimate Strength Actual: 395.1 lbs
Sample 1 percent elongation: 64.6 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.247 in
Sample 2 Area: 0.1203 in^2
Sample 2 Ultimate Strength Actual: 366.9 lbs
Sample 2 percent elongation: 56.8 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.255 in
Sample 3 Area: 0.1244 in^2
Sample 3 Ultimate Strength Actual: 378.7 lbs
Sample 3 percent elongation: 54 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.25 in
Sample 4 Area: 0.122 in^2
Sample 4 Ultimate Strength Actual: 394.8 lbs
Sample 4 percent elongation: 65.7 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.248 in
Sample 5 Area: 0.121 in^2
Sample 5 Ultimate Strength Actual: 366.8 lbs
Sample 5 percent elongation: 58.4 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.488 in
Sample 6 Thickness: 0.246 in
Sample 6 Area: 0.12 in^2
Sample 6 Ultimate Strength Actual: 374.4 lbs
Sample 6 percent elongation: 62.4 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3201.8 psi
Sample 2 Ultimate strength : 3049.9 psi
Sample 3 Ultimate strength: 3044.2 psi
Sample 4 Ultimate strength: 3236.1 psi
Sample 5 Ultimate strength: 3031.4 psi
Sample 6 Ultimate strength : 3120 psi
Ultimate Strength Average: 3114 psi
Percent Elongation Average: 60 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.
Test was verified on 6/30/2023 ✔