Summary for Test 2023-06-21-53-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 994637 DEA: 022J9804 EFIS: 0221000155 |
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DIST-CO-RTE-PM | 02-LAS,PLU,TEH-32,36,70,89,147,299,395-VAR |
Award Date | 05/31/2023 |
Closeout Date | Not set |
Work Description | PLACE POLYESTER CONCRETE OVERLAY, HMA (TYPE A), & REPLACE JOINT SEALS. |
Location Description | LASSEN, PLUMAS, AND TEHAMA COUNTIES AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 07/13/2023) |
Sample Information
Sample Taken Date | 06/21/2023 | Sample Unique Key | 53 |
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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 | 06/22/2023 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 36 Totes | From where was the sample collected | Source |
First name of sampler or witnessed by | Gilberto | Last name of sampler or witnessed by | Gonzalez |
Title of sampler | Quality Control Manager | Telephone number of sampler | 17076245467 |
Laboratory sample identification | 943808 | Linked DIME Sample ID | 943808 |
The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | 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) | 1477649 |
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Batch number | 1477649 | Mix number | 1477649 |
Test Details
DIME Sample ID: 2023-06-21-53
DIME Test ID: 2023-06-21-53-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-10-16
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 06/26/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.251 in
Sample 1 Area: 0.122 in^2
Sample 1 Ultimate Strength Actual: 439 lbs
Sample 1 percent elongation: 68.9 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.26 in
Sample 2 Area: 0.1266 in^2
Sample 2 Ultimate Strength Actual: 451 lbs
Sample 2 percent elongation: 68.9 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.255 in
Sample 3 Area: 0.1242 in^2
Sample 3 Ultimate Strength Actual: 433 lbs
Sample 3 percent elongation: 66.5 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.257 in
Sample 4 Area: 0.1249 in^2
Sample 4 Ultimate Strength Actual: 433 lbs
Sample 4 percent elongation: 66.7 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.252 in
Sample 5 Area: 0.1227 in^2
Sample 5 Ultimate Strength Actual: 410 lbs
Sample 5 percent elongation: 59 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.255 in
Sample 6 Area: 0.1242 in^2
Sample 6 Ultimate Strength Actual: 424 lbs
Sample 6 percent elongation: 65.6 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3598.4 psi
Sample 2 Ultimate strength : 3562.4 psi
Sample 3 Ultimate strength: 3486.3 psi
Sample 4 Ultimate strength: 3466.8 psi
Sample 5 Ultimate strength: 3341.5 psi
Sample 6 Ultimate strength : 3413.8 psi
Ultimate Strength Average: 3478 psi
Percent Elongation Average: 66 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 10/16/2023 ✔