Summary for Test 2021-08-18-26-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 215424 DEA: 024G4404 EFIS: 0214000013 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3-38.0/38.6 |
| Award Date | 04/05/2021 |
| Closeout Date | 08/14/2023 |
| Work Description | BRIDGE REPLACEMENT |
| Location Description | SISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD |
| QA Service Level | 1 (Verified on 01/19/2021) |
Sample Information
| Sample Taken Date | 08/18/2021 | Sample Unique Key | 26 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/18/2021 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can | The quantity of what the sample constitutes | 80 drums |
| 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 | ||
| Bid Item | Not set |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1352897 |
|---|---|---|---|
| Batch Number | 1352897 | Mix number | 1352897 |
Test Details
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DIME Sample ID: 2021-08-18-26
DIME Test ID: 2021-08-18-26-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-08-26
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 08/20/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.249 in
Sample 1 Area: 0.121 in^2
Sample 1 Ultimate Strength Actual: 340.4 lbs
Sample 1 percent elongation: 63.19 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.249 in
Sample 2 Area: 0.121 in^2
Sample 2 Ultimate Strength Actual: 368.2 lbs
Sample 2 percent elongation: 70.19 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.25 in
Sample 3 Area: 0.1215 in^2
Sample 3 Ultimate Strength Actual: 367.1 lbs
Sample 3 percent elongation: 70.49 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.25 in
Sample 4 Area: 0.1215 in^2
Sample 4 Ultimate Strength Actual: 315.4 lbs
Sample 4 percent elongation: 56.67 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.251 in
Sample 5 Area: 0.122 in^2
Sample 5 Ultimate Strength Actual: 386.5 lbs
Sample 5 percent elongation: 73.52 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.25 in
Sample 6 Area: 0.1215 in^2
Sample 6 Ultimate Strength Actual: 326.4 lbs
Sample 6 percent elongation: 61.47 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2813.2 psi
Sample 2 Ultimate strength : 3043 psi
Sample 3 Ultimate strength: 3021.4 psi
Sample 4 Ultimate strength: 2595.9 psi
Sample 5 Ultimate strength: 3168 psi
Sample 6 Ultimate strength : 2686.4 psi
Ultimate Strength Average: 2888 psi
Percent Elongation Average: 66 %
General comments (publicly viewable) (Max 1000 characters): Accepted based on supplier's results.
Test was verified on 8/26/2021 ✔