Summary for Test 2020-02-20-4-4
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 213829 DEA: 074W4604 EFIS: 0718000291 |
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DIST-CO-RTE-PM | 07-LA-14,405,710-Various |
Award Date | 02/20/2019 |
Closeout Date | 08/28/2020 |
Work Description | REPLACE STR APPROACH SLABS AND PLACE DECK POLYESTER CONCRETE OVERLAY. |
Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 04/30/2019) |
Sample Information
Sample Taken Date | 02/20/2020 | Sample Unique Key | 4 |
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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 | 02/20/2020 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 36 Totes | From where was the sample collected | Source |
First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | Tikusis |
Title of sampler | Technical Director | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Kwik Bond Polymers and Reichhold | 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) | 1234808 |
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Batch number | 1234808 | Mix number | 1234808 |
Test Details
DIME Sample ID: 2020-02-20-4
DIME Test ID: 2020-02-20-4-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-03-25
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 03/25/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.492 in
Sample 1 Thickness: 0.275 in
Sample 1 Area: 0.1353 in^2
Sample 1 Ultimate Strength Actual: 393 lbs
Sample 1 percent elongation: 56.4 %
Sample 1 Time: 3 MM:SS
Sample 2 Width: 0.492 in
Sample 2 Thickness: 0.274 in
Sample 2 Area: 0.1348 in^2
Sample 2 Ultimate Strength Actual: 425.9 lbs
Sample 2 percent elongation: 63 %
Sample 2 Time: 4 MM:SS
Sample 3 Width: 0.492 in
Sample 3 Thickness: 0.278 in
Sample 3 Area: 0.1368 in^2
Sample 3 Ultimate Strength Actual: 390.3 lbs
Sample 3 percent elongation: 48.4 %
Sample 3 Time: 3 MM:SS
Sample 4 Width: 0.492 in
Sample 4 Thickness: 0.268 in
Sample 4 Area: 0.1319 in^2
Sample 4 Ultimate Strength Actual: 403.7 lbs
Sample 4 percent elongation: 61.8 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.492 in
Sample 5 Thickness: 0.272 in
Sample 5 Area: 0.1338 in^2
Sample 5 Ultimate Strength Actual: 409.2 lbs
Sample 5 percent elongation: 48.8 %
Sample 5 Time: 3 MM:SS
Sample 6 Width: 0.492 in
Sample 6 Thickness: 0.273 in
Sample 6 Area: 0.1343 in^2
Sample 6 Ultimate Strength Actual: 402.1 lbs
Sample 6 percent elongation: 53.9 %
Sample 6 Time: 3 MM:SS
Sample 1 Ultimate strength: 2904.7 psi
Sample 2 Ultimate strength : 3159.5 psi
Sample 3 Ultimate strength: 2853.1 psi
Sample 4 Ultimate strength: 3060.7 psi
Sample 5 Ultimate strength: 3058.3 psi
Sample 6 Ultimate strength : 2994 psi
Ultimate Strength Average: 3005 psi
Percent Elongation Average: 55 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/25/2020 ✔