Summary for Test 2021-10-11-5-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 215516 DEA: 042Q0604 EFIS: 0418000414 |
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DIST-CO-RTE-PM | 04-SCL-17,101,237,280,880-var |
Award Date | 04/20/2021 |
Closeout Date | 03/27/2023 |
Work Description | PLACE POLYESTER CONCRETE OVERLAY, PLACE HMA, AND REPLACE ACCESS DOORS. |
Location Description | SANTA CLARA COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 03/02/2021) |
Sample Information
Sample Taken Date | 10/11/2021 | Sample Unique Key | 5 |
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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 | 10/11/2021 |
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) | 1361245 |
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Batch number | 1361245 | Mix number | 1361245 |
Test Details
DIME Sample ID: 2021-10-11-5
DIME Test ID: 2021-10-11-5-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-10-29
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Vendor Results
Date of test: 10/29/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.245 in
Sample 1 Area: 0.1191 in^2
Sample 1 Ultimate Strength Actual: 306.46 lbs
Sample 1 percent elongation: 54.99 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.242 in
Sample 2 Area: 0.1176 in^2
Sample 2 Ultimate Strength Actual: 316.8 lbs
Sample 2 percent elongation: 54.07 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.241 in
Sample 3 Area: 0.1171 in^2
Sample 3 Ultimate Strength Actual: 335.53 lbs
Sample 3 percent elongation: 62.14 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.24 in
Sample 4 Area: 0.1169 in^2
Sample 4 Ultimate Strength Actual: 329.24 lbs
Sample 4 percent elongation: 61.23 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.249 in
Sample 5 Area: 0.1205 in^2
Sample 5 Ultimate Strength Actual: 347.08 lbs
Sample 5 percent elongation: 62.09 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.246 in
Sample 6 Area: 0.1196 in^2
Sample 6 Ultimate Strength Actual: 334.47 lbs
Sample 6 percent elongation: 45.05 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2573.1 psi
Sample 2 Ultimate strength : 2693.9 psi
Sample 3 Ultimate strength: 2865.3 psi
Sample 4 Ultimate strength: 2816.4 psi
Sample 5 Ultimate strength: 2880.3 psi
Sample 6 Ultimate strength : 2796.6 psi
Ultimate Strength Average: 2771 psi
Percent Elongation Average: 57 %
General comments (publicly viewable) (Max 1000 characters): Accepted Based On Supplier Results
Test was verified on 10/29/2021 ✔