Summary for Test 2023-06-21-52-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 994576 DEA: 051N9404 EFIS: 0521000148 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-101-35.6 |
| Award Date | 05/01/2023 |
| Closeout Date | 10/09/2024 |
| Work Description | POLYESTER CONCRETE OVERLAY AND JOINT SEAL REPAIR. |
| Location Description | SAN LUIS OBISPO COUNTY NEAR SAN LUIS OBISPO AT CUESTA OVERHEAD |
| QA Service Level | 1 (Verified on 04/17/2023) |
Sample Information
| Sample Taken Date | 06/21/2023 | Sample Unique Key | 52 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/22/2023 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can | The quantity of what the sample constitutes | 2 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 | 943807 |
| Linked DIME Sample ID | 943807 | 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) | 1478006 |
|---|---|---|---|
| Batch Number | 1478006 | Mix number | 1478006 |
Test Details
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DIME Sample ID: 2023-06-21-52
DIME Test ID: 2023-06-21-52-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-10-09
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 06/28/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.254 in
Sample 1 Area: 0.1234 in^2
Sample 1 Ultimate Strength Actual: 409 lbs
Sample 1 percent elongation: 62.2 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.252 in
Sample 2 Area: 0.1222 in^2
Sample 2 Ultimate Strength Actual: 403 lbs
Sample 2 percent elongation: 61.6 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.251 in
Sample 3 Area: 0.1222 in^2
Sample 3 Ultimate Strength Actual: 400 lbs
Sample 3 percent elongation: 58 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.255 in
Sample 4 Area: 0.1242 in^2
Sample 4 Ultimate Strength Actual: 406 lbs
Sample 4 percent elongation: 57.5 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.258 in
Sample 5 Area: 0.1254 in^2
Sample 5 Ultimate Strength Actual: 424 lbs
Sample 5 percent elongation: 65.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.257 in
Sample 6 Area: 0.1252 in^2
Sample 6 Ultimate Strength Actual: 407 lbs
Sample 6 percent elongation: 59.7 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3314.4 psi
Sample 2 Ultimate strength : 3297.9 psi
Sample 3 Ultimate strength: 3273.3 psi
Sample 4 Ultimate strength: 3268.9 psi
Sample 5 Ultimate strength: 3381.2 psi
Sample 6 Ultimate strength : 3250.8 psi
Ultimate Strength Average: 3298 psi
Percent Elongation Average: 61 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 10/9/2023 ✔