Summary for Test 2023-08-23-71-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 994595 DEA: 081M2204 EFIS: 0821000094 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15,138,173-Var |
| Award Date | 05/24/2023 |
| Closeout Date | 08/30/2024 |
| Work Description | POLYESTER CONCRETE OVERLAY AND REPLACE JOINT SEALS. |
| Location Description | SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS. |
| QA Service Level | 1 (Verified on 07/18/2023) |
Sample Information
| Sample Taken Date | 08/23/2023 | Sample Unique Key | 71 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/24/2023 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | The quantity of what the sample constitutes | 7 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 | 000003 |
| Linked DIME Sample ID | 000003 | 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) | 1486533 |
|---|---|---|---|
| Batch Number | 1486533 | Mix number | 1486533 |
Test Details
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DIME Sample ID: 2023-08-23-71
DIME Test ID: 2023-08-23-71-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-10-11
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 08/30/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.252 in
Sample 1 Area: 0.123 in^2
Sample 1 Ultimate Strength Actual: 379.8 lbs
Sample 1 percent elongation: 57.2 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.257 in
Sample 2 Area: 0.1254 in^2
Sample 2 Ultimate Strength Actual: 419.1 lbs
Sample 2 percent elongation: 66.3 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.25 in
Sample 3 Area: 0.1218 in^2
Sample 3 Ultimate Strength Actual: 385.9 lbs
Sample 3 percent elongation: 60.7 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.257 in
Sample 4 Area: 0.1252 in^2
Sample 4 Ultimate Strength Actual: 393.6 lbs
Sample 4 percent elongation: 57 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.252 in
Sample 5 Area: 0.123 in^2
Sample 5 Ultimate Strength Actual: 413.3 lbs
Sample 5 percent elongation: 67.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.25 in
Sample 6 Area: 0.1218 in^2
Sample 6 Ultimate Strength Actual: 427.3 lbs
Sample 6 percent elongation: 71.6 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3087.8 psi
Sample 2 Ultimate strength : 3342.1 psi
Sample 3 Ultimate strength: 3168.3 psi
Sample 4 Ultimate strength: 3143.8 psi
Sample 5 Ultimate strength: 3360.2 psi
Sample 6 Ultimate strength : 3508.2 psi
Ultimate Strength Average: 3268 psi
Percent Elongation Average: 63 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.
Test was verified on 10/11/2023 ✔