Summary for Test 2021-08-31-28-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 215681 DEA: 031G7604 EFIS: 0319000240 |
|---|---|
| DIST-CO-RTE-PM | 03-PLA,NEV-20,80-VAR |
| Award Date | 05/26/2021 |
| Closeout Date | 11/28/2022 |
| Work Description | Remove, furnish and place polyester concrete overlay |
| Location Description | 03-Pla,Nev-20, 80-VAR |
| QA Service Level | 1 (Verified on 05/17/2021) |
Sample Information
| Sample Taken Date | 08/31/2021 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 08/31/2021 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| The quantity of what the sample constitutes | 2 Tankers 35 Totes | 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) | 1354783 |
|---|---|---|---|
| Batch number | 1354783 | Mix number | 1354783 |
Test Details
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DIME Sample ID: 2021-08-31-28
DIME Test ID: 2021-08-31-28-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-09-30
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Vendor Results
Date of test: 09/30/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.25 in
Sample 1 Area: 0.122 in^2
Sample 1 Ultimate Strength Actual: 995.069 lbs
Sample 1 percent elongation: 22.89 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.248 in
Sample 2 Area: 0.121 in^2
Sample 2 Ultimate Strength Actual: 1001.23 lbs
Sample 2 percent elongation: 34.71 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.489 in
Sample 3 Thickness: 0.247 in
Sample 3 Area: 0.1208 in^2
Sample 3 Ultimate Strength Actual: 998.75 lbs
Sample 3 percent elongation: 31.91 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.248 in
Sample 4 Area: 0.121 in^2
Sample 4 Ultimate Strength Actual: 1001 lbs
Sample 4 percent elongation: 28.06 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.489 in
Sample 5 Thickness: 0.245 in
Sample 5 Area: 0.1198 in^2
Sample 5 Ultimate Strength Actual: 989.895 lbs
Sample 5 percent elongation: 23.6 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.488 in
Sample 6 Thickness: 0.243 in
Sample 6 Area: 0.1186 in^2
Sample 6 Ultimate Strength Actual: 983.728 lbs
Sample 6 percent elongation: 23.08 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 8156.3 psi
Sample 2 Ultimate strength : 8274.6 psi
Sample 3 Ultimate strength: 8267.8 psi
Sample 4 Ultimate strength: 8272.7 psi
Sample 5 Ultimate strength: 8262.9 psi
Sample 6 Ultimate strength : 8294.5 psi
Ultimate Strength Average: 8255 psi
Percent Elongation Average: 27 %
General comments (publicly viewable) (Max 1000 characters): Accepted Based on Vendor Results.
Test was verified on 9/30/2021 ✔