Summary for Test 2019-06-17-4-4
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 213914 DEA: 060U9704 EFIS: 0617000287 |
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DIST-CO-RTE-PM | 06-KER,TUL-5,99,137,166,198,204-Various |
Award Date | 03/25/2019 |
Closeout Date | 12/04/2019 |
Work Description | TREATING BRIDGE DECKS WITH METHACRYLATE AND REPLACING JOINT SEAL. |
Location Description | KERN AND TULARE COUNTIES AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 04/12/2019) |
Sample Information
Sample Taken Date | 06/17/2019 | Sample Unique Key | 4 |
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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 | 06/17/2019 |
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 Reichhold | 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) | 1190071 |
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Batch number | 1190071 | Mix number | 1190071 |
Test Details
DIME Sample ID: 2019-06-17-4
DIME Test ID: 2019-06-17-4-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-07-01
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 07/01/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.256 in
Sample 1 Area: 0.1242 in^2
Sample 1 Ultimate Strength Actual: 450 lbs
Sample 1 percent elongation: 72.5 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.241 in
Sample 2 Area: 0.1169 in^2
Sample 2 Ultimate Strength Actual: 409 lbs
Sample 2 percent elongation: 72.6 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.244 in
Sample 3 Area: 0.1183 in^2
Sample 3 Ultimate Strength Actual: 432 lbs
Sample 3 percent elongation: 73.8 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.25 in
Sample 4 Area: 0.121 in^2
Sample 4 Ultimate Strength Actual: 429 lbs
Sample 4 percent elongation: 72 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.485 in
Sample 5 Thickness: 0.242 in
Sample 5 Area: 0.1174 in^2
Sample 5 Ultimate Strength Actual: 397 lbs
Sample 5 percent elongation: 69 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.245 in
Sample 6 Area: 0.1188 in^2
Sample 6 Ultimate Strength Actual: 417 lbs
Sample 6 percent elongation: 70.1 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3623.2 psi
Sample 2 Ultimate strength : 3498.7 psi
Sample 3 Ultimate strength: 3651.7 psi
Sample 4 Ultimate strength: 3545.5 psi
Sample 5 Ultimate strength: 3381.6 psi
Sample 6 Ultimate strength : 3510.1 psi
Ultimate Strength Average: 3535 psi
Percent Elongation Average: 72 %
General comments (publicly viewable) (Max 1000 characters): Accepted suppliers test results
Test was verified on 7/1/2019 ✔