Summary for Test 2021-10-12-6-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 215417 DEA: 101K9304 EFIS: 1020000014 |
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DIST-CO-RTE-PM | 10-SJ-VAR,580-VAR |
Award Date | 04/29/2021 |
Closeout Date | 06/27/2022 |
Work Description | BRIDGE DECKS INVESTIGATION AND REHABILITATION IN AND NEAR TRACY |
Location Description | SJ CTY IN & NEAR TRACY FROM GAFFERY RD TO EAST MIDWAY |
QA Service Level | 1 (Verified on 01/04/2021) |
Sample Information
Sample Taken Date | 10/12/2021 | Sample Unique Key | 6 |
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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 | 10/12/2021 |
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) | 1365711 |
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Batch number | 1365711 | Mix number | 1365711 |
Test Details
DIME Sample ID: 2021-10-12-6
DIME Test ID: 2021-10-12-6-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 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: 0.488 in
Sample 1 Thickness: 0.247 in
Sample 1 Area: 0.1205 in^2
Sample 1 Ultimate Strength Actual: 343.43 lbs
Sample 1 percent elongation: 61.97 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.249 in
Sample 2 Area: 0.1215 in^2
Sample 2 Ultimate Strength Actual: 330.31 lbs
Sample 2 percent elongation: 60.77 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.253 in
Sample 3 Area: 0.1235 in^2
Sample 3 Ultimate Strength Actual: 348.39 lbs
Sample 3 percent elongation: 64.36 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.489 in
Sample 4 Thickness: 0.251 in
Sample 4 Area: 0.1227 in^2
Sample 4 Ultimate Strength Actual: 349.46 lbs
Sample 4 percent elongation: 64.61 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.254 in
Sample 5 Area: 0.124 in^2
Sample 5 Ultimate Strength Actual: 342.5 lbs
Sample 5 percent elongation: 62.46 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.257 in
Sample 6 Area: 0.1252 in^2
Sample 6 Ultimate Strength Actual: 329.98 lbs
Sample 6 percent elongation: 58.69 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2850 psi
Sample 2 Ultimate strength : 2718.6 psi
Sample 3 Ultimate strength: 2821 psi
Sample 4 Ultimate strength: 2848.1 psi
Sample 5 Ultimate strength: 2762.1 psi
Sample 6 Ultimate strength : 2635.6 psi
Ultimate Strength Average: 2773 psi
Percent Elongation Average: 62 %
General comments (publicly viewable) (Max 1000 characters): Accepted Based On Supplier Results
Test was verified on 10/29/2021 ✔