Summary for Test 2022-01-19-6-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 213747 DEA: 080Q9104 EFIS: 0800020580 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10-R23.8 |
| Award Date | 01/30/2019 |
| Closeout Date | 07/27/2022 |
| Work Description | RETROFIT BRIDGE PIER WALLS, FOOTINGS AND POLYESTER CONCRETE OVERLAY. |
| Location Description | SAN BERNARDINO COUNTY IN COLTON AT THE SANTA ANA RIVER BRIDGES |
| QA Service Level | 1 (Verified on 03/18/2019) |
Sample Information
| Sample Taken Date | 01/19/2022 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 01/19/2022 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| The quantity of what the sample constitutes | 2 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 | 17073309227 |
| 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) | 1383317 |
|---|---|---|---|
| Batch number | 1383317 | Mix number | 1383317 |
Test Details
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DIME Sample ID: 2022-01-19-6
DIME Test ID: 2022-01-19-6-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-03-15
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 01/20/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.25 in
Sample 1 Area: 0.1213 in^2
Sample 1 Ultimate Strength Actual: 445.4 lbs
Sample 1 percent elongation: 43.28 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.252 in
Sample 2 Area: 0.122 in^2
Sample 2 Ultimate Strength Actual: 442.1 lbs
Sample 2 percent elongation: 61.56 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.245 in
Sample 3 Area: 0.1186 in^2
Sample 3 Ultimate Strength Actual: 425.4 lbs
Sample 3 percent elongation: 64.49 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.483 in
Sample 4 Thickness: 0.248 in
Sample 4 Area: 0.1198 in^2
Sample 4 Ultimate Strength Actual: 425.5 lbs
Sample 4 percent elongation: 57.99 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.243 in
Sample 5 Area: 0.1176 in^2
Sample 5 Ultimate Strength Actual: 416.2 lbs
Sample 5 percent elongation: 49.94 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.484 in
Sample 6 Thickness: 0.248 in
Sample 6 Area: 0.12 in^2
Sample 6 Ultimate Strength Actual: 426.6 lbs
Sample 6 percent elongation: 51.83 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3671.9 psi
Sample 2 Ultimate strength : 3623.8 psi
Sample 3 Ultimate strength: 3586.8 psi
Sample 4 Ultimate strength: 3551.8 psi
Sample 5 Ultimate strength: 3539.1 psi
Sample 6 Ultimate strength : 3555 psi
Ultimate Strength Average: 3588 psi
Percent Elongation Average: 55 %
General comments (publicly viewable) (Max 1000 characters): Accept supplier's results.
Test was verified on 3/15/2022 ✔