Summary for Test 2024-10-04-52-1
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 1000187 DEA: 112N1674 EFIS: 1122000280 |
|---|---|
| DIST-CO-RTE-PM | 11-IMP-86-R34.8/64.1 |
| Award Date | 06/04/2024 |
| Closeout Date | 06/09/2025 |
| Work Description | POLYESTER CONCRETE OVERLAY, APPLY METHACRYLATE,& JOINT SEALS. |
| Location Description | IMPERIAL COUNTY AT VARIOUS LOCATIONS FROM TRIFOLIUM CANAL BRIDGE (58-0017) TO GODETIA DITCH BRIDGE (58-0067) |
| QA Service Level | 1 (Verified on 06/11/2024) |
Sample Information
| Sample Taken Date | 10/04/2024 | Sample Unique Key | 52 |
|---|---|---|---|
| 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 | 10/07/2024 |
| 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 | 000137KBP | Linked DIME Sample ID | 000137KBP |
| 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) | AZ4I01484 |
|---|---|---|---|
| Batch Number | AZ4I01484 | Mix number | AZ4I01484 |
Test Details
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DIME Sample ID: 2024-10-04-52
DIME Test ID: 2024-10-04-52-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-12-30
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 10/10/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.26 in
Sample 1 Area: 0.1264 in^2
Sample 1 Ultimate Strength Actual: 401.826 lbs
Sample 1 percent elongation: 78.8 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.266 in
Sample 2 Area: 0.1293 in^2
Sample 2 Ultimate Strength Actual: 364.238 lbs
Sample 2 percent elongation: 68.9 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.26 in
Sample 3 Area: 0.1264 in^2
Sample 3 Ultimate Strength Actual: 347.474 lbs
Sample 3 percent elongation: 66.5 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.265 in
Sample 4 Area: 0.1288 in^2
Sample 4 Ultimate Strength Actual: 386.786 lbs
Sample 4 percent elongation: 74.8 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.259 in
Sample 5 Area: 0.1259 in^2
Sample 5 Ultimate Strength Actual: 361.585 lbs
Sample 5 percent elongation: 70.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.257 in
Sample 6 Area: 0.1246 in^2
Sample 6 Ultimate Strength Actual: 406.819 lbs
Sample 6 percent elongation: 80.1 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3179 psi
Sample 2 Ultimate strength : 2817 psi
Sample 3 Ultimate strength: 2749 psi
Sample 4 Ultimate strength: 3003 psi
Sample 5 Ultimate strength: 2872 psi
Sample 6 Ultimate strength : 3265 psi
Ultimate Strength Average: 2981 psi
Percent Elongation Average: 73 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 12/30/2024 ✔