Summary for Test 2024-09-01-1-3
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 | 09/01/2024 | Sample Unique Key | 1 |
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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 | 09/04/2024 |
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 | 000119KBP | Linked DIME Sample ID | 000119KBP |
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) | AZ4H01333 |
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Batch number | AZ4H01333 | Mix number | AZ4H01333 |
Test Details
DIME Sample ID: 2024-09-01-1
DIME Test ID: 2024-09-01-1-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-09-23
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 09/23/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.261 in
Sample 1 Area: 0.1266 in^2
Sample 1 Ultimate Strength Actual: 367.646 lbs
Sample 1 percent elongation: 63.3 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.262 in
Sample 2 Area: 0.1271 in^2
Sample 2 Ultimate Strength Actual: 369.988 lbs
Sample 2 percent elongation: 60 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.264 in
Sample 3 Area: 0.1283 in^2
Sample 3 Ultimate Strength Actual: 400.553 lbs
Sample 3 percent elongation: 71.1 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.261 in
Sample 4 Area: 0.1268 in^2
Sample 4 Ultimate Strength Actual: 2958 lbs
Sample 4 percent elongation: 58.6 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.256 in
Sample 5 Area: 0.1247 in^2
Sample 5 Ultimate Strength Actual: 367.865 lbs
Sample 5 percent elongation: 52.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.484 in
Sample 6 Thickness: 0.261 in
Sample 6 Area: 0.1263 in^2
Sample 6 Ultimate Strength Actual: 374.227 lbs
Sample 6 percent elongation: 61 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2904 psi
Sample 2 Ultimate strength : 2911 psi
Sample 3 Ultimate strength: 3122 psi
Sample 4 Ultimate strength: 23328.1 psi
Sample 5 Ultimate strength: 2950 psi
Sample 6 Ultimate strength : 2963 psi
Ultimate Strength Average: 6363 psi
Percent Elongation Average: 61 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 9/23/2024 ✔