Summary for Test 2024-09-10-61-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 1000284 DEA: 041Y5004 EFIS: 0422000498 |
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DIST-CO-RTE-PM | 04-SF-280-R2.7/R4.2L |
Award Date | 06/17/2024 |
Closeout Date | Not set |
Work Description | PLACE POLYESTER CONCRETE OVERLAY, AND REPLACE JOINT SEAL. |
Location Description | THE CITY AND COUNTY OF SAN FRANCISCO AT VARIOUS LOCATIONS FROM MONTEREY BOULEVARD ON-RAMP OVERCROSSING TO ROUTE 280/101 SEPARATION |
QA Service Level | 1 (Verified on 07/15/2024) |
Sample Information
Sample Taken Date | 09/10/2024 | Sample Unique Key | 61 |
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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 | 09/11/2024 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can / PPC 1121 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 | 7076245467 |
Laboratory sample identification | 000121KBP | Linked DIME Sample ID | 000121KBP |
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) | AZ4H01377 |
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Batch number | AZ4H01377 | Mix number | AZ4H01377 |
Test Details
DIME Sample ID: 2024-09-10-61
DIME Test ID: 2024-09-10-61-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-09-27
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 09/16/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.258 in
Sample 1 Area: 0.1256 in^2
Sample 1 Ultimate Strength Actual: 374.414 lbs
Sample 1 percent elongation: 72.5 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.261 in
Sample 2 Area: 0.1271 in^2
Sample 2 Ultimate Strength Actual: 401.89 lbs
Sample 2 percent elongation: 77.9 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.268 in
Sample 3 Area: 0.13 in^2
Sample 3 Ultimate Strength Actual: 375.05 lbs
Sample 3 percent elongation: 70 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.265 in
Sample 4 Area: 0.1285 in^2
Sample 4 Ultimate Strength Actual: 395.009 lbs
Sample 4 percent elongation: 76.1 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.263 in
Sample 5 Area: 0.1278 in^2
Sample 5 Ultimate Strength Actual: 371.259 lbs
Sample 5 percent elongation: 70.6 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.268 in
Sample 6 Area: 0.1302 in^2
Sample 6 Ultimate Strength Actual: 363.779 lbs
Sample 6 percent elongation: 67.7 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2981 psi
Sample 2 Ultimate strength : 3162 psi
Sample 3 Ultimate strength: 2885 psi
Sample 4 Ultimate strength: 3074 psi
Sample 5 Ultimate strength: 2905 psi
Sample 6 Ultimate strength : 2794 psi
Ultimate Strength Average: 2967 psi
Percent Elongation Average: 72 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 9/27/2024 ✔