Summary for Test 2024-05-30-49-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 995156 DEA: 070W3504 EFIS: 0722000005 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-91-R11.7 |
| Award Date | 02/06/2024 |
| Closeout Date | 09/24/2024 |
| Work Description | FURNISH AND PLACE POLYESTER CONCRETE OVERLAY. |
| Location Description | LOS ANGELES COUNTY IN LONG BEACH AT ROUTE 91/710 SEPARATION |
| QA Service Level | 1 (Verified on 09/25/2023) |
Sample Information
| Sample Taken Date | 05/30/2024 | Sample Unique Key | 49 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/31/2024 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | 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 | 000069KBP |
| Linked DIME Sample ID | 000069KBP | 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 | ||
| Bid Item | Not set |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | AZ4E00760 |
|---|---|---|---|
| Batch Number | AZ4E00760 | Mix number | AZ4E00760 |
Test Details
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DIME Sample ID: 2024-05-30-49
DIME Test ID: 2024-05-30-49-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-07-23
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 06/05/2024
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: 363.274 lbs
Sample 1 percent elongation: 58.2 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.263 in
Sample 2 Area: 0.1278 in^2
Sample 2 Ultimate Strength Actual: 380.588 lbs
Sample 2 percent elongation: 49.6 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.262 in
Sample 3 Area: 0.1273 in^2
Sample 3 Ultimate Strength Actual: 381.773 lbs
Sample 3 percent elongation: 63.3 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.255 in
Sample 4 Area: 0.1239 in^2
Sample 4 Ultimate Strength Actual: 371.824 lbs
Sample 4 percent elongation: 60.1 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.485 in
Sample 5 Thickness: 0.266 in
Sample 5 Area: 0.129 in^2
Sample 5 Ultimate Strength Actual: 384.033 lbs
Sample 5 percent elongation: 57.5 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.257 in
Sample 6 Area: 0.1246 in^2
Sample 6 Ultimate Strength Actual: 389.749 lbs
Sample 6 percent elongation: 67.2 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2874 psi
Sample 2 Ultimate strength : 2978 psi
Sample 3 Ultimate strength: 2999 psi
Sample 4 Ultimate strength: 3001 psi
Sample 5 Ultimate strength: 2977 psi
Sample 6 Ultimate strength : 3128 psi
Ultimate Strength Average: 2993 psi
Percent Elongation Average: 59 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results
Test was verified on 7/23/2024 ✔