Summary for Test 2024-08-12-43-3
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 | Not set |
| 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 | 08/12/2024 | Sample Unique Key | 43 |
|---|---|---|---|
| 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 | 08/14/2024 |
| 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 | 000110KBP | Linked DIME Sample ID | 000110KBP |
| 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) | AZ4H01188T |
|---|---|---|---|
| Batch number | AZ4H01188T | Mix number | AZ4H01188T |
Test Details
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DIME Sample ID: 2024-08-12-43
DIME Test ID: 2024-08-12-43-3
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: 08/19/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.484 in
Sample 1 Thickness: 0.271 in
Sample 1 Area: 0.1312 in^2
Sample 1 Ultimate Strength Actual: 372.739 lbs
Sample 1 percent elongation: 61.3 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.255 in
Sample 2 Area: 0.1234 in^2
Sample 2 Ultimate Strength Actual: 359.588 lbs
Sample 2 percent elongation: 58.7 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.268 in
Sample 3 Area: 0.1297 in^2
Sample 3 Ultimate Strength Actual: 384.95 lbs
Sample 3 percent elongation: 65.7 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.483 in
Sample 4 Thickness: 0.272 in
Sample 4 Area: 0.1314 in^2
Sample 4 Ultimate Strength Actual: 381.454 lbs
Sample 4 percent elongation: 63.4 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.256 in
Sample 5 Area: 0.1236 in^2
Sample 5 Ultimate Strength Actual: 382.789 lbs
Sample 5 percent elongation: 68.8 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.484 in
Sample 6 Thickness: 0.275 in
Sample 6 Area: 0.1331 in^2
Sample 6 Ultimate Strength Actual: 424.057 lbs
Sample 6 percent elongation: 72.6 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2841 psi
Sample 2 Ultimate strength : 2914 psi
Sample 3 Ultimate strength: 2968 psi
Sample 4 Ultimate strength: 2903 psi
Sample 5 Ultimate strength: 3097 psi
Sample 6 Ultimate strength : 3186 psi
Ultimate Strength Average: 2985 psi
Percent Elongation Average: 65 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 9/23/2024 ✔