Summary for Test 2022-06-13-37-2
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 215739 DEA: 010G2104 EFIS: 0116000137 |
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DIST-CO-RTE-PM | 01-DN-101-21.2 |
Award Date | 07/15/2021 |
Closeout Date | 06/22/2023 |
Work Description | CONSTRUCT RETAINING WALL AND GUARDRAIL AND EARTHWORK. |
Location Description | DEL NORTE COUNTY NEAR CRESCENT CITY AT 0.2 MILE NORTH OF CUSHING CREEK VIADUCT 01-0076 |
QA Service Level | 1 (Verified on 05/17/2021) |
Sample Information
Sample Taken Date | 06/13/2022 | Sample Unique Key | 37 |
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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 | 06/14/2022 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 32 Totes | 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 | 7076245467 |
Laboratory sample identification | 943116 | Linked DIME Sample ID | 943116 |
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) | 1412208 |
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Batch number | 1412208 | Mix number | 1412208 |
Test Details
DIME Sample ID: 2022-06-13-37
DIME Test ID: 2022-06-13-37-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-07-29
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 06/20/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.492 in
Sample 1 Thickness: 0.128 in
Sample 1 Area: 0.063 in^2
Sample 1 Ultimate Strength Actual: 226.4 lbs
Sample 1 percent elongation: 55.523 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.491 in
Sample 2 Thickness: 0.131 in
Sample 2 Area: 0.0643 in^2
Sample 2 Ultimate Strength Actual: 207.4 lbs
Sample 2 percent elongation: 45.666 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.492 in
Sample 3 Thickness: 0.119 in
Sample 3 Area: 0.0585 in^2
Sample 3 Ultimate Strength Actual: 211.9 lbs
Sample 3 percent elongation: 56.467 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.147 in
Sample 4 Area: 0.0711 in^2
Sample 4 Ultimate Strength Actual: 251.4 lbs
Sample 4 percent elongation: 55.747 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.482 in
Sample 5 Thickness: 0.137 in
Sample 5 Area: 0.066 in^2
Sample 5 Ultimate Strength Actual: 220.6 lbs
Sample 5 percent elongation: 50.628 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.482 in
Sample 6 Thickness: 0.145 in
Sample 6 Area: 0.0699 in^2
Sample 6 Ultimate Strength Actual: 256 lbs
Sample 6 percent elongation: 58.679 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3593.7 psi
Sample 2 Ultimate strength : 3225.5 psi
Sample 3 Ultimate strength: 3622.2 psi
Sample 4 Ultimate strength: 3535.9 psi
Sample 5 Ultimate strength: 3342.4 psi
Sample 6 Ultimate strength : 3662.4 psi
Ultimate Strength Average: 3497 psi
Percent Elongation Average: 54 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.
Test was verified on 7/29/2022 ✔