Summary for Test 2022-01-10-8-3
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 | 01/10/2022 | Sample Unique Key | 8 |
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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 | 01/10/2022 |
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) | 1379806 |
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Batch number | 1379806 | Mix number | 1379806 |
Test Details
DIME Sample ID: 2022-01-10-8
DIME Test ID: 2022-01-10-8-3
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: 5
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 01/13/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.251 in
Sample 1 Area: 0.1222 in^2
Sample 1 Ultimate Strength Actual: 418.5 lbs
Sample 1 percent elongation: 36.97 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.493 in
Sample 2 Thickness: 0.26 in
Sample 2 Area: 0.1282 in^2
Sample 2 Ultimate Strength Actual: 445.6 lbs
Sample 2 percent elongation: 35.77 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.49 in
Sample 3 Thickness: 0.256 in
Sample 3 Area: 0.1254 in^2
Sample 3 Ultimate Strength Actual: 417 lbs
Sample 3 percent elongation: 43.83 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.489 in
Sample 4 Thickness: 0.257 in
Sample 4 Area: 0.1257 in^2
Sample 4 Ultimate Strength Actual: 421.4 lbs
Sample 4 percent elongation: 41.53 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.255 in
Sample 5 Area: 0.1244 in^2
Sample 5 Ultimate Strength Actual: 418 lbs
Sample 5 percent elongation: 40.69 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3424.7 psi
Sample 2 Ultimate strength : 3475.8 psi
Sample 3 Ultimate strength: 3325.4 psi
Sample 4 Ultimate strength: 3352.4 psi
Sample 5 Ultimate strength: 3360.1 psi
Ultimate Strength Average: 3388 psi
Percent Elongation Average: 40 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.
Test was verified on 1/25/2022 ✔