Summary for Test 2021-05-27-20-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 214734 DEA: 060X1804 EFIS: 0618000183 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5,43,58,99,119-Var |
| Award Date | 04/15/2020 |
| Closeout Date | 11/23/2021 |
| Work Description | POLYESTER CONCRETE, METHACRYLATE, JOINT SEALS, AND SPALL REPAIR. |
| Location Description | KERN COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 05/27/2021 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/27/2021 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can | The quantity of what the sample constitutes | 8 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 | 7073309227 | 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 | ||
| Bid Item | Not set |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1336491 |
|---|---|---|---|
| Batch Number | 1336491 | Mix number | 1336491 |
Test Details
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DIME Sample ID: 2021-05-27-20
DIME Test ID: 2021-05-27-20-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-06-03
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Vendor Results
Date of test: 06/03/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.249 in
Sample 1 Area: 0.1208 in^2
Sample 1 Ultimate Strength Actual: 430.7 lbs
Sample 1 percent elongation: 69.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.251 in
Sample 2 Area: 0.1217 in^2
Sample 2 Ultimate Strength Actual: 347 lbs
Sample 2 percent elongation: 56.03 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.251 in
Sample 3 Area: 0.1217 in^2
Sample 3 Ultimate Strength Actual: 388.5 lbs
Sample 3 percent elongation: 61.41 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.251 in
Sample 4 Area: 0.1217 in^2
Sample 4 Ultimate Strength Actual: 391.9 lbs
Sample 4 percent elongation: 59.9 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.25 in
Sample 5 Area: 0.121 in^2
Sample 5 Ultimate Strength Actual: 427.3 lbs
Sample 5 percent elongation: 64.37 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.484 in
Sample 6 Thickness: 0.253 in
Sample 6 Area: 0.1225 in^2
Sample 6 Ultimate Strength Actual: 388.4 lbs
Sample 6 percent elongation: 54.1 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3565.4 psi
Sample 2 Ultimate strength : 2851.3 psi
Sample 3 Ultimate strength: 3192.3 psi
Sample 4 Ultimate strength: 3220.2 psi
Sample 5 Ultimate strength: 3531.4 psi
Sample 6 Ultimate strength : 3170.6 psi
Ultimate Strength Average: 3255 psi
Percent Elongation Average: 61 %
General comments (publicly viewable) (Max 1000 characters): Accepted Based on Supplier Results
Test was verified on 6/3/2021 ✔