Summary for Test 2022-09-15-86-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 993907 DEA: 061E2004 EFIS: 0621000225 |
|---|---|
| DIST-CO-RTE-PM | 06-MAD-99,152-24.8,7.3 |
| Award Date | 08/04/2022 |
| Closeout Date | 04/22/2024 |
| Work Description | REPAIR BRIDGE DECK AND PLACE POLYESTER CONCRETE OVERLAY. |
| Location Description | MADERA COUNTY NEAR CHOWCHILLA ON ROUTE 99 AT BERENDA SLOUGH BRIDGE AND ON ROUTE 152 AT ASH SLOUGH BRIDGE |
| QA Service Level | 1 (Verified on 07/06/2022) |
Sample Information
| Sample Taken Date | 09/15/2022 | Sample Unique Key | 86 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 09/19/2022 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| The quantity of what the sample constitutes | 16 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 | 943760 | Linked DIME Sample ID | 943760 |
| 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 |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1429864 |
|---|---|---|---|
| Batch number | 1429864 | Mix number | 1429864 |
Test Details
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DIME Sample ID: 2022-09-15-86
DIME Test ID: 2022-09-15-86-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-03-29
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 09/21/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.25 in
Sample 1 Area: 0.1218 in^2
Sample 1 Ultimate Strength Actual: 405 lbs
Sample 1 percent elongation: 61.3 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.253 in
Sample 2 Area: 0.1232 in^2
Sample 2 Ultimate Strength Actual: 479.1 lbs
Sample 2 percent elongation: 73.9 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.253 in
Sample 3 Area: 0.1232 in^2
Sample 3 Ultimate Strength Actual: 438.1 lbs
Sample 3 percent elongation: 67.6 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.251 in
Sample 4 Area: 0.1222 in^2
Sample 4 Ultimate Strength Actual: 423.7 lbs
Sample 4 percent elongation: 65.6 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.25 in
Sample 5 Area: 0.1218 in^2
Sample 5 Ultimate Strength Actual: 421.5 lbs
Sample 5 percent elongation: 65.1 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.262 in
Sample 6 Area: 0.1273 in^2
Sample 6 Ultimate Strength Actual: 448.1 lbs
Sample 6 percent elongation: 68.3 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3325.1 psi
Sample 2 Ultimate strength : 3888.8 psi
Sample 3 Ultimate strength: 3556 psi
Sample 4 Ultimate strength: 3467.3 psi
Sample 5 Ultimate strength: 3460.6 psi
Sample 6 Ultimate strength : 3520 psi
Ultimate Strength Average: 3536 psi
Percent Elongation Average: 67 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.
Test was verified on 3/29/2023 ✔