Summary for Test 2023-09-29-32-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 994685 DEA: 043Q6104 EFIS: 0419000229 |
|---|---|
| DIST-CO-RTE-PM | 04-SCL-17,85,87,101-Var |
| Award Date | 06/15/2023 |
| Closeout Date | Not set |
| Work Description | POLYESTER CONCRETE OVERLAY, AND STRUCTURAL CONCRETE APPROACH SLAB. |
| Location Description | SANTA CLARA COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 05/09/2023) |
Sample Information
| Sample Taken Date | 09/29/2023 | Sample Unique Key | 32 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/02/2023 | 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 | (707) 624-5467 | Laboratory sample identification | 000019KBP |
| Linked DIME Sample ID | 000019KBP | 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) | 1492405 |
|---|---|---|---|
| Batch Number | 1492405 | Mix number | 1492405 |
Test Details
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DIME Sample ID: 2023-09-29-32
DIME Test ID: 2023-09-29-32-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-11-15
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 10/05/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.258 in
Sample 1 Area: 0.1259 in^2
Sample 1 Ultimate Strength Actual: 395.2 lbs
Sample 1 percent elongation: 71.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.264 in
Sample 2 Area: 0.1288 in^2
Sample 2 Ultimate Strength Actual: 354.7 lbs
Sample 2 percent elongation: 57.5 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.248 in
Sample 3 Area: 0.1208 in^2
Sample 3 Ultimate Strength Actual: 396.3 lbs
Sample 3 percent elongation: 74.1 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.254 in
Sample 4 Area: 0.124 in^2
Sample 4 Ultimate Strength Actual: 334.6 lbs
Sample 4 percent elongation: 54.3 %
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: 373.4 lbs
Sample 5 percent elongation: 68.9 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.488 in
Sample 6 Thickness: 0.25 in
Sample 6 Area: 0.122 in^2
Sample 6 Ultimate Strength Actual: 363.8 lbs
Sample 6 percent elongation: 66.9 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3139 psi
Sample 2 Ultimate strength : 2753.9 psi
Sample 3 Ultimate strength: 3280.6 psi
Sample 4 Ultimate strength: 2698.4 psi
Sample 5 Ultimate strength: 3035.8 psi
Sample 6 Ultimate strength : 2982 psi
Ultimate Strength Average: 2982 psi
Percent Elongation Average: 65 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.
Test was verified on 11/15/2023 ✔