Summary for Test 2023-08-24-45-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 994549 DEA: 032G5204 EFIS: 0321000235 |
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DIST-CO-RTE-PM | 03-NEV,PLA,SIE-20,49,80-VAR |
Award Date | 05/22/2023 |
Closeout Date | 05/03/2024 |
Work Description | PLACE POLYESTER CONCRETE OVERLAY AND REPLACE JOINT SEALS. |
Location Description | NEVADA, PLACER AND SIERRA COUNTIES AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 05/15/2023) |
Sample Information
Sample Taken Date | 08/24/2023 | Sample Unique Key | 45 |
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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 | 08/25/2023 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can / 9800 RESIN |
The quantity of what the sample constitutes | 2 tankers | 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 | 000005 | Linked DIME Sample ID | 000005 |
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) | 1484394 |
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Batch number | 1484394 | Mix number | 1484394 |
Test Details
DIME Sample ID: 2023-08-24-45
DIME Test ID: 2023-08-24-45-3
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: 08/30/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.489 in
Sample 1 Thickness: 0.249 in
Sample 1 Area: 0.1218 in^2
Sample 1 Ultimate Strength Actual: 1041 lbs
Sample 1 percent elongation: 23.3 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.489 in
Sample 2 Thickness: 0.251 in
Sample 2 Area: 0.1227 in^2
Sample 2 Ultimate Strength Actual: 1040 lbs
Sample 2 percent elongation: 18.1 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.489 in
Sample 3 Thickness: 0.247 in
Sample 3 Area: 0.1208 in^2
Sample 3 Ultimate Strength Actual: 1026 lbs
Sample 3 percent elongation: 18.7 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.489 in
Sample 4 Thickness: 0.236 in
Sample 4 Area: 0.1154 in^2
Sample 4 Ultimate Strength Actual: 989 lbs
Sample 4 percent elongation: 17.7 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.489 in
Sample 5 Thickness: 0.245 in
Sample 5 Area: 0.1198 in^2
Sample 5 Ultimate Strength Actual: 1013 lbs
Sample 5 percent elongation: 22.8 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.489 in
Sample 6 Thickness: 0.25 in
Sample 6 Area: 0.1223 in^2
Sample 6 Ultimate Strength Actual: 1033 lbs
Sample 6 percent elongation: 19.3 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 8546.8 psi
Sample 2 Ultimate strength : 8476 psi
Sample 3 Ultimate strength: 8493.4 psi
Sample 4 Ultimate strength: 8570.2 psi
Sample 5 Ultimate strength: 8455.8 psi
Sample 6 Ultimate strength : 8446.4 psi
Ultimate Strength Average: 8498 psi
Percent Elongation Average: 20 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 10/16/2023 ✔