Summary for Test 2021-05-11-1-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 215427 DEA: 101J5204 EFIS: 1019000086 |
|---|---|
| DIST-CO-RTE-PM | 10-STA-5,99-Var |
| Award Date | 03/02/2021 |
| Closeout Date | 10/05/2022 |
| Work Description | CONCRETE BRIDGE DECK OVERLAY AND HMA PAVING. |
| Location Description | STANISLAUS COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 02/01/2021) |
Sample Information
| Sample Taken Date | 05/11/2021 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 05/11/2021 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| The quantity of what the sample constitutes | 9 tankers | From where was the sample collected | Source |
| First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | Tikusis |
| Title of sampler | Technical Director | Telephone number of sampler | 707-330-9227 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Kwik Bond Polymers and Polynt | 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) | 1333620 |
|---|---|---|---|
| Batch number | 1333620 | Mix number | 1333620 |
Test Details
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DIME Sample ID: 2021-05-11-1
DIME Test ID: 2021-05-11-1-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-05-28
Test Results
Number of specimens tested: 5
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 05/13/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.244 in
Sample 1 Area: 0.1186 in^2
Sample 1 Ultimate Strength Actual: 430 lbs
Sample 1 percent elongation: 52 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.237 in
Sample 2 Area: 0.1154 in^2
Sample 2 Ultimate Strength Actual: 424 lbs
Sample 2 percent elongation: 67 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.24 in
Sample 3 Area: 0.1169 in^2
Sample 3 Ultimate Strength Actual: 397 lbs
Sample 3 percent elongation: 63 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.243 in
Sample 4 Area: 0.1183 in^2
Sample 4 Ultimate Strength Actual: 423 lbs
Sample 4 percent elongation: 66 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.249 in
Sample 5 Area: 0.1213 in^2
Sample 5 Ultimate Strength Actual: 405 lbs
Sample 5 percent elongation: 60 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3625.6 psi
Sample 2 Ultimate strength : 3674.2 psi
Sample 3 Ultimate strength: 3396.1 psi
Sample 4 Ultimate strength: 3575.7 psi
Sample 5 Ultimate strength: 3338.8 psi
Ultimate Strength Average: 3522 psi
Percent Elongation Average: 62 %
General comments (publicly viewable) (Max 1000 characters): Accepted based on supplier results
Test was verified on 5/28/2021 ✔