Summary for Test 2023-05-18-72-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 994759 DEA: 120T1004 EFIS: 1222000002 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-90,91-0.0-18.0 |
| Award Date | 03/06/2023 |
| Closeout Date | 01/03/2024 |
| Work Description | Treat bridge, overlay with polyester concrete and replace joint seal. |
| Location Description | ROUTE 90 AT ESPERANZA ROAD OVERHEAD AND ON ROUTE 91 FROM CARMENITA ROAD PEDESTRIAN OVERCROSSING TO COAL CANYON ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 04/28/2023) |
Sample Information
| Sample Taken Date | 05/18/2023 | Sample Unique Key | 72 |
|---|---|---|---|
| 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 | 05/22/2023 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| The quantity of what the sample constitutes | 10 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 | 943775 | Linked DIME Sample ID | 943775 |
| 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) | 1472177 |
|---|---|---|---|
| Batch number | 1472177 | Mix number | 1472177 |
Test Details
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DIME Sample ID: 2023-05-18-72
DIME Test ID: 2023-05-18-72-3
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: 05/16/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.26 in
Sample 1 Area: 0.1264 in^2
Sample 1 Ultimate Strength Actual: 370.1 lbs
Sample 1 percent elongation: 54.9 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.26 in
Sample 2 Area: 0.1266 in^2
Sample 2 Ultimate Strength Actual: 377.6 lbs
Sample 2 percent elongation: 55.8 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.257 in
Sample 3 Area: 0.1252 in^2
Sample 3 Ultimate Strength Actual: 373.7 lbs
Sample 3 percent elongation: 52.7 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.491 in
Sample 4 Thickness: 0.26 in
Sample 4 Area: 0.1277 in^2
Sample 4 Ultimate Strength Actual: 376.8 lbs
Sample 4 percent elongation: 55 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.258 in
Sample 5 Area: 0.1256 in^2
Sample 5 Ultimate Strength Actual: 386.3 lbs
Sample 5 percent elongation: 59.9 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.254 in
Sample 6 Area: 0.1234 in^2
Sample 6 Ultimate Strength Actual: 374.5 lbs
Sample 6 percent elongation: 52.7 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2928 psi
Sample 2 Ultimate strength : 2982.6 psi
Sample 3 Ultimate strength: 2984.8 psi
Sample 4 Ultimate strength: 2950.7 psi
Sample 5 Ultimate strength: 3075.6 psi
Sample 6 Ultimate strength : 3034.8 psi
Ultimate Strength Average: 2993 psi
Percent Elongation Average: 55 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.
Test was verified on 7/14/2023 ✔