Summary for Test 2022-04-12-29-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 993445 DEA: 101M3504 EFIS: 1020000181 |
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DIST-CO-RTE-PM | 10-SJ-132-L0.7/5.8 |
Award Date | 03/03/2022 |
Closeout Date | 05/10/2023 |
Work Description | REPLACE APPROACH SLAB AND PLACE POLYESTER CONCRETE OVERLAY. |
Location Description | SAN JOAQUIN COUNTY NEAR VERNALIS AT VARIOUS LOCATIONS FROM ROUTE 132 EAST/580 SEPARATION TO ROUTE 132/33 SEPARATION AND OVERHEAD |
QA Service Level | 1 (Verified on 12/13/2021) |
Sample Information
Sample Taken Date | 04/12/2022 | Sample Unique Key | 29 |
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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 | 04/13/2022 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 11 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 | QC Technician | Telephone number of sampler | 7076245467 |
Laboratory sample identification | 943107 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Kwik Bond Polymers and Polynt | Transportation Laboratory (TL) Number | 943107 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Polyester | Mfg. Lot Number(s) | 1400038 |
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Batch number | 1400038 | Mix number | 1400038 |
Test Details
DIME Sample ID: 2022-04-12-29
DIME Test ID: 2022-04-12-29-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-05-13
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 05/10/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.491 in
Sample 1 Thickness: 0.264 in
Sample 1 Area: 0.1296 in^2
Sample 1 Ultimate Strength Actual: 407 lbs
Sample 1 percent elongation: 28 %
Sample 1 Time: 1 MM:SS
Sample 2 Width: 0.49 in
Sample 2 Thickness: 0.252 in
Sample 2 Area: 0.1235 in^2
Sample 2 Ultimate Strength Actual: 416 lbs
Sample 2 percent elongation: 30 %
Sample 2 Time: 2 MM:SS
Sample 3 Width: 0.489 in
Sample 3 Thickness: 0.243 in
Sample 3 Area: 0.1188 in^2
Sample 3 Ultimate Strength Actual: 418 lbs
Sample 3 percent elongation: 41 %
Sample 3 Time: 2 MM:SS
Sample 4 Width: 0.49 in
Sample 4 Thickness: 0.264 in
Sample 4 Area: 0.1294 in^2
Sample 4 Ultimate Strength Actual: 431 lbs
Sample 4 percent elongation: 48 %
Sample 4 Time: 2 MM:SS
Sample 5 Width: 0.49 in
Sample 5 Thickness: 0.265 in
Sample 5 Area: 0.1299 in^2
Sample 5 Ultimate Strength Actual: 453 lbs
Sample 5 percent elongation: 24 %
Sample 5 Time: 1 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.262 in
Sample 6 Area: 0.1276 in^2
Sample 6 Ultimate Strength Actual: 433 lbs
Sample 6 percent elongation: 38 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3140.4 psi
Sample 2 Ultimate strength : 3368.4 psi
Sample 3 Ultimate strength: 3518.5 psi
Sample 4 Ultimate strength: 3330.8 psi
Sample 5 Ultimate strength: 3487.3 psi
Sample 6 Ultimate strength : 3393.4 psi
Ultimate Strength Average: 3373 psi
Percent Elongation Average: 35 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/13/2022 ✔