Summary for Test 2022-01-06-16-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 215518 DEA: 074W7704 EFIS: 0719000274 |
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DIST-CO-RTE-PM | 07-LA-60-R0.6/R29.4 |
Award Date | 04/14/2021 |
Closeout Date | 10/06/2022 |
Work Description | METHATCRYLATE DECK, REPLACE JOINT SEAL, POLYESTER CONCRETE OVERLAY. |
Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM ROUTE 60/5 SEPARATION TO GAREY AVENUE UNDERCROSSING |
QA Service Level | 1 (Verified on 08/17/2021) |
Sample Information
Sample Taken Date | 01/06/2022 | Sample Unique Key | 16 |
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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 | 01/06/2022 |
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) | 1379805 |
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Batch number | 1379805 | Mix number | 1379805 |
Test Details
DIME Sample ID: 2022-01-06-16
DIME Test ID: 2022-01-06-16-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-01-25
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 01/25/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.248 in
Sample 1 Area: 0.1205 in^2
Sample 1 Ultimate Strength Actual: 428.3 lbs
Sample 1 percent elongation: 63.22 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.247 in
Sample 2 Area: 0.12 in^2
Sample 2 Ultimate Strength Actual: 415 lbs
Sample 2 percent elongation: 53.86 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.253 in
Sample 3 Area: 0.123 in^2
Sample 3 Ultimate Strength Actual: 425.8 lbs
Sample 3 percent elongation: 41.37 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.259 in
Sample 4 Area: 0.1259 in^2
Sample 4 Ultimate Strength Actual: 431.4 lbs
Sample 4 percent elongation: 53.8 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.258 in
Sample 5 Area: 0.1254 in^2
Sample 5 Ultimate Strength Actual: 429.1 lbs
Sample 5 percent elongation: 47.63 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.253 in
Sample 6 Area: 0.123 in^2
Sample 6 Ultimate Strength Actual: 419.3 lbs
Sample 6 percent elongation: 38.26 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3554.4 psi
Sample 2 Ultimate strength : 3458.3 psi
Sample 3 Ultimate strength: 3461.8 psi
Sample 4 Ultimate strength: 3426.5 psi
Sample 5 Ultimate strength: 3421.9 psi
Sample 6 Ultimate strength : 3408.9 psi
Ultimate Strength Average: 3455 psi
Percent Elongation Average: 50 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.
Test was verified on 1/25/2022 ✔