Summary for Test 2023-03-01-18-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 213707 DEA: 081C38U4 EFIS: 0817000196 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-6.7/R25.1 |
| Award Date | 11/26/2019 |
| Closeout Date | 11/01/2023 |
| Work Description | Remove concrete pavement and base, and place HMA and JPCP |
| Location Description | ROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON. |
| QA Service Level | 1 (Verified on 01/09/2020) |
Sample Information
| Sample Taken Date | 03/01/2023 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 03/03/2023 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| The quantity of what the sample constitutes | 160 Drums | 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 | 17076245467 |
| Laboratory sample identification | 943767 | Linked DIME Sample ID | 943767 |
| 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 |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1456099 |
|---|---|---|---|
| Batch number | 1456099 | Mix number | 1456099 |
Test Details
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DIME Sample ID: 2023-03-01-18
DIME Test ID: 2023-03-01-18-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-04-13
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 03/30/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.492 in
Sample 1 Thickness: 0.236 in
Sample 1 Area: 0.1161 in^2
Sample 1 Ultimate Strength Actual: 354.2 lbs
Sample 1 percent elongation: 48.2 %
Sample 1 Time: 3 MM:SS
Sample 2 Width: 0.49 in
Sample 2 Thickness: 0.235 in
Sample 2 Area: 0.1152 in^2
Sample 2 Ultimate Strength Actual: 354.8 lbs
Sample 2 percent elongation: 45.4 %
Sample 2 Time: 3 MM:SS
Sample 3 Width: 0.49 in
Sample 3 Thickness: 0.243 in
Sample 3 Area: 0.1191 in^2
Sample 3 Ultimate Strength Actual: 362.3 lbs
Sample 3 percent elongation: 57.8 %
Sample 3 Time: 3 MM:SS
Sample 4 Width: 0.489 in
Sample 4 Thickness: 0.249 in
Sample 4 Area: 0.1218 in^2
Sample 4 Ultimate Strength Actual: 390.5 lbs
Sample 4 percent elongation: 58.4 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.49 in
Sample 5 Thickness: 0.245 in
Sample 5 Area: 0.1201 in^2
Sample 5 Ultimate Strength Actual: 383.1 lbs
Sample 5 percent elongation: 55.1 %
Sample 5 Time: 3 MM:SS
Sample 6 Width: 0.49 in
Sample 6 Thickness: 0.245 in
Sample 6 Area: 0.1201 in^2
Sample 6 Ultimate Strength Actual: 382.5 lbs
Sample 6 percent elongation: 58.96 %
Sample 6 Time: 4 MM:SS
Sample 1 Ultimate strength: 3050.8 psi
Sample 2 Ultimate strength : 3079.9 psi
Sample 3 Ultimate strength: 3042 psi
Sample 4 Ultimate strength: 3206.1 psi
Sample 5 Ultimate strength: 3189.8 psi
Sample 6 Ultimate strength : 3184.8 psi
Ultimate Strength Average: 3126 psi
Percent Elongation Average: 54 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/13/2023 ✔