Summary for Test 2023-04-04-27-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 213598 DEA: 051F75U4 EFIS: 0518000092 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-101-R36.9/47.7 |
| Award Date | 01/16/2019 |
| Closeout Date | 01/11/2024 |
| Work Description | CRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER |
| Location Description | MONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE |
| QA Service Level | 1 (Verified on 10/11/2018) |
Sample Information
| Sample Taken Date | 04/04/2023 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 04/06/2023 |
| 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 | Gilberto | Last name of sampler or witnessed by | Gonzalez |
| Title of sampler | Quality Control Manager | Telephone number of sampler | 17076245467 |
| Laboratory sample identification | 943770 | Linked DIME Sample ID | 943770 |
| 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) | 1464247 |
|---|---|---|---|
| Batch number | 1464247 | Mix number | 1464247 |
Test Details
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DIME Sample ID: 2023-04-04-27
DIME Test ID: 2023-04-04-27-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-07-14
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 04/10/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.255 in
Sample 1 Area: 0.1244 in^2
Sample 1 Ultimate Strength Actual: 356.3 lbs
Sample 1 percent elongation: 48.9 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.245 in
Sample 2 Area: 0.1196 in^2
Sample 2 Ultimate Strength Actual: 341.1 lbs
Sample 2 percent elongation: 50.6 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.249 in
Sample 3 Area: 0.1213 in^2
Sample 3 Ultimate Strength Actual: 343.3 lbs
Sample 3 percent elongation: 53.8 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.248 in
Sample 4 Area: 0.1208 in^2
Sample 4 Ultimate Strength Actual: 340.8 lbs
Sample 4 percent elongation: 47.5 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.251 in
Sample 5 Area: 0.1222 in^2
Sample 5 Ultimate Strength Actual: 344.7 lbs
Sample 5 percent elongation: 46.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.253 in
Sample 6 Area: 0.1232 in^2
Sample 6 Ultimate Strength Actual: 345.3 lbs
Sample 6 percent elongation: 52.6 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2864.1 psi
Sample 2 Ultimate strength : 2852 psi
Sample 3 Ultimate strength: 2830.2 psi
Sample 4 Ultimate strength: 2821.2 psi
Sample 5 Ultimate strength: 2820.8 psi
Sample 6 Ultimate strength : 2802.8 psi
Ultimate Strength Average: 2832 psi
Percent Elongation Average: 50 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.
Test was verified on 7/14/2023 ✔