Summary for Test 2024-06-06-61-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 994374 DEA: 043W5504 EFIS: 0421000387 |
|---|---|
| DIST-CO-RTE-PM | 04-SM-280-Var |
| Award Date | 02/08/2024 |
| Closeout Date | 09/05/2025 |
| Work Description | POLYESTER CONCRETE OVERLAY AND REPLACE JOINT SEALS. |
| Location Description | SAN MATEO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 04/15/2024) |
Sample Information
| Sample Taken Date | 06/06/2024 | Sample Unique Key | 61 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/07/2024 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | 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 | 000071KBP |
| Linked DIME Sample ID | 000071KBP | 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) | AZ4E00810 |
|---|---|---|---|
| Batch Number | AZ4E00810 | Mix number | AZ4E00810 |
Test Details
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DIME Sample ID: 2024-06-06-61
DIME Test ID: 2024-06-06-61-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-06-28
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 06/12/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.256 in
Sample 1 Area: 0.1244 in^2
Sample 1 Ultimate Strength Actual: 379.54 lbs
Sample 1 percent elongation: 72 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.26 in
Sample 2 Area: 0.1264 in^2
Sample 2 Ultimate Strength Actual: 396.39 lbs
Sample 2 percent elongation: 74.3 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.255 in
Sample 3 Area: 0.1239 in^2
Sample 3 Ultimate Strength Actual: 401 lbs
Sample 3 percent elongation: 76.5 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.266 in
Sample 4 Area: 0.1293 in^2
Sample 4 Ultimate Strength Actual: 3059 lbs
Sample 4 percent elongation: 73.2 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.254 in
Sample 5 Area: 0.1234 in^2
Sample 5 Ultimate Strength Actual: 393 lbs
Sample 5 percent elongation: 75.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.266 in
Sample 6 Area: 0.1293 in^2
Sample 6 Ultimate Strength Actual: 381 lbs
Sample 6 percent elongation: 70.8 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3051 psi
Sample 2 Ultimate strength : 3136 psi
Sample 3 Ultimate strength: 3236.5 psi
Sample 4 Ultimate strength: 23658.2 psi
Sample 5 Ultimate strength: 3184.8 psi
Sample 6 Ultimate strength : 2946.6 psi
Ultimate Strength Average: 6536 psi
Percent Elongation Average: 74 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 6/28/2024 ✔