Summary for Test 2023-12-18-57-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 994578 DEA: 070W2504 EFIS: 0721000211 |
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DIST-CO-RTE-PM | 07-LA-60-R4.4/R29.8 |
Award Date | 04/13/2023 |
Closeout Date | 11/25/2024 |
Work Description | FURNISH POLYESTER CONCRETE OVERLAY. |
Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM ATLANTIC BOULEVARD UNDERCROSSING TO TOWNE AVENUE UNDERCROSSING |
QA Service Level | 1 (Verified on 07/12/2023) |
Sample Information
Sample Taken Date | 12/18/2023 | Sample Unique Key | 57 |
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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 | 12/19/2023 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can / PPC 1121 RESIN |
The quantity of what the sample constitutes | 1 tanker | 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 | 000059KBP | Linked DIME Sample ID | 000059KBP |
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) | AZ3L00322 |
---|---|---|---|
Batch number | AZ3L00322 | Mix number | AZ3L00322 |
Test Details
DIME Sample ID: 2023-12-18-57
DIME Test ID: 2023-12-18-57-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-05-31
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 12/20/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.256 in
Sample 1 Area: 0.1244 in^2
Sample 1 Ultimate Strength Actual: 382.53 lbs
Sample 1 percent elongation: 62.9 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.248 in
Sample 2 Area: 0.1205 in^2
Sample 2 Ultimate Strength Actual: 381.865 lbs
Sample 2 percent elongation: 64.4 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.246 in
Sample 3 Area: 0.1196 in^2
Sample 3 Ultimate Strength Actual: 370.76 lbs
Sample 3 percent elongation: 57.3 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.244 in
Sample 4 Area: 0.1186 in^2
Sample 4 Ultimate Strength Actual: 368.846 lbs
Sample 4 percent elongation: 62.1 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.244 in
Sample 5 Area: 0.1186 in^2
Sample 5 Ultimate Strength Actual: 368.016 lbs
Sample 5 percent elongation: 61.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.243 in
Sample 6 Area: 0.1181 in^2
Sample 6 Ultimate Strength Actual: 370.716 lbs
Sample 6 percent elongation: 63.1 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3075 psi
Sample 2 Ultimate strength : 3169 psi
Sample 3 Ultimate strength: 3100 psi
Sample 4 Ultimate strength: 3110 psi
Sample 5 Ultimate strength: 3103 psi
Sample 6 Ultimate strength : 3139 psi
Ultimate Strength Average: 3116 psi
Percent Elongation Average: 62 %
General comments (publicly viewable) (Max 1000 characters): accepted vendor results
Test was verified on 5/31/2024 ✔