Summary for Test 2024-08-09-59-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 995534 DEA: 120T8604 EFIS: 1222000109 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-5-2.3/19.9 |
| Award Date | 03/13/2024 |
| Closeout Date | 06/22/2026 |
| Work Description | APPLY METHACRYLATE AND POLYESTER CONCRETE & REPLACE JOINT SEALS. |
| Location Description | ORANGE COUNTY AT VARIOUS LOCATIONS FROM AVENIDA PRESIDIO UNDERCROSSING TO LAKE FOREST DRIVE OVERCROSSING |
| QA Service Level | 1 (Verified on 01/26/2024) |
Sample Information
| Sample Taken Date | 08/09/2024 | Sample Unique Key | 59 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/12/2024 | 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 | 000109KBP |
| Linked DIME Sample ID | 000109KBP | 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 | ||
| Bid Item | Not set |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | AZ4G01174 |
|---|---|---|---|
| Batch Number | AZ4G01174 | Mix number | AZ4G01174 |
Test Details
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DIME Sample ID: 2024-08-09-59
DIME Test ID: 2024-08-09-59-3
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: 08/14/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.262 in
Sample 1 Area: 0.1273 in^2
Sample 1 Ultimate Strength Actual: 384.446 lbs
Sample 1 percent elongation: 66.7 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.251 in
Sample 2 Area: 0.122 in^2
Sample 2 Ultimate Strength Actual: 392.962 lbs
Sample 2 percent elongation: 71.3 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.27 in
Sample 3 Area: 0.1312 in^2
Sample 3 Ultimate Strength Actual: 420.496 lbs
Sample 3 percent elongation: 72.5 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.258 in
Sample 4 Area: 0.1251 in^2
Sample 4 Ultimate Strength Actual: 430.219 lbs
Sample 4 percent elongation: 76.8 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.269 in
Sample 5 Area: 0.1307 in^2
Sample 5 Ultimate Strength Actual: 392.492 lbs
Sample 5 percent elongation: 65.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.259 in
Sample 6 Area: 0.1259 in^2
Sample 6 Ultimate Strength Actual: 369.517 lbs
Sample 6 percent elongation: 54.3 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3020 psi
Sample 2 Ultimate strength : 3221 psi
Sample 3 Ultimate strength: 3205 psi
Sample 4 Ultimate strength: 3439 psi
Sample 5 Ultimate strength: 3003 psi
Sample 6 Ultimate strength : 2935 psi
Ultimate Strength Average: 3137 psi
Percent Elongation Average: 68 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 9/23/2024 ✔