Summary for Test 2024-10-22-66-1
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 | 10/22/2024 | Sample Unique Key | 66 |
|---|---|---|---|
| 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 | 10/25/2024 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can / PPC 1121 RESIN |
| The quantity of what the sample constitutes | 34 Totes | 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 | 000142KBP | Linked DIME Sample ID | 000142KBP |
| 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) | AZ4J01627T |
|---|---|---|---|
| Batch Number | AZ4J01627T | Mix number | AZ4J01627T |
Test Details
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DIME Sample ID: 2024-10-22-66
DIME Test ID: 2024-10-22-66-1
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: 11/06/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.254 in
Sample 1 Area: 0.1234 in^2
Sample 1 Ultimate Strength Actual: 376.493 lbs
Sample 1 percent elongation: 70.4 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.261 in
Sample 2 Area: 0.1263 in^2
Sample 2 Ultimate Strength Actual: 377.132 lbs
Sample 2 percent elongation: 55.8 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.262 in
Sample 3 Area: 0.1271 in^2
Sample 3 Ultimate Strength Actual: 380.156 lbs
Sample 3 percent elongation: 66.7 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.262 in
Sample 4 Area: 0.1268 in^2
Sample 4 Ultimate Strength Actual: 419.454 lbs
Sample 4 percent elongation: 76 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.485 in
Sample 5 Thickness: 0.255 in
Sample 5 Area: 0.1237 in^2
Sample 5 Ultimate Strength Actual: 373.698 lbs
Sample 5 percent elongation: 50 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.484 in
Sample 6 Thickness: 0.257 in
Sample 6 Area: 0.1244 in^2
Sample 6 Ultimate Strength Actual: 394.099 lbs
Sample 6 percent elongation: 71.1 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3051 psi
Sample 2 Ultimate strength : 2986 psi
Sample 3 Ultimate strength: 2991 psi
Sample 4 Ultimate strength: 3308 psi
Sample 5 Ultimate strength: 3021 psi
Sample 6 Ultimate strength : 3168 psi
Ultimate Strength Average: 3088 psi
Percent Elongation Average: 65 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 12/30/2024 ✔