Summary for Test 2021-07-16-52-4
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 215409 DEA: 051M3804 EFIS: 0519000135 |
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DIST-CO-RTE-PM | 05-SLO-58,101-Var |
Award Date | 02/18/2021 |
Closeout Date | 10/21/2022 |
Work Description | TREAT BRIDGE DECKS WITH METHACYLATE AND POLYESTER CONCRETE OVERLAYS. |
Location Description | SAN LUIS OBISPO COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 01/12/2021) |
Sample Information
Sample Taken Date | 07/16/2021 | Sample Unique Key | 52 |
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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 | 07/16/2021 |
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 | 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) | 1348441 |
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Batch number | 1348441 | Mix number | 1348441 |
Test Details
DIME Sample ID: 2021-07-16-52
DIME Test ID: 2021-07-16-52-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-07-27
Test Results
Number of specimens tested: 5
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 07/21/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.248 in
Sample 1 Area: 0.1203 in^2
Sample 1 Ultimate Strength Actual: 396.61 lbs
Sample 1 percent elongation: 65.89 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.25 in
Sample 2 Area: 0.1215 in^2
Sample 2 Ultimate Strength Actual: 422.6 lbs
Sample 2 percent elongation: 70.6 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.245 in
Sample 3 Area: 0.1191 in^2
Sample 3 Ultimate Strength Actual: 416.27 lbs
Sample 3 percent elongation: 70.02 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.249 in
Sample 4 Area: 0.121 in^2
Sample 4 Ultimate Strength Actual: 395.66 lbs
Sample 4 percent elongation: 64.51 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.248 in
Sample 5 Area: 0.1205 in^2
Sample 5 Ultimate Strength Actual: 408.12 lbs
Sample 5 percent elongation: 68.61 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3296.8 psi
Sample 2 Ultimate strength : 3478.2 psi
Sample 3 Ultimate strength: 3495.1 psi
Sample 4 Ultimate strength: 3269.9 psi
Sample 5 Ultimate strength: 3386.9 psi
Ultimate Strength Average: 3385 psi
Percent Elongation Average: 68 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.
Test was verified on 7/27/2021 ✔