Summary for Test 2022-06-22-5-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 993193 DEA: 031H18U4 EFIS: 0321000106 |
|---|---|
| DIST-CO-RTE-PM | 03-NEV-80-13.0/16.5 |
| Award Date | 11/04/2021 |
| Closeout Date | 12/14/2023 |
| Work Description | ROADWAY EXCAVATION, JPCP AND FURNISH POLYESTER CONCRETE OVERLAY. |
| Location Description | NEVADA COUNTY IN AND NEAR TRUCKEE FROM 0.2 MILE WEST OF DONNER PARK OVERCROSSING TO ROUTE 89/267 SEPARATION |
| QA Service Level | 1 (Verified on 08/23/2021) |
Sample Information
| Sample Taken Date | 06/22/2022 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 06/21/2022 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| The quantity of what the sample constitutes | 36 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 | 943115 | Linked DIME Sample ID | 943115 |
| 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) | 1412219 |
|---|---|---|---|
| Batch number | 1412219 | Mix number | 1412219 |
Test Details
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DIME Sample ID: 2022-06-22-5
DIME Test ID: 2022-06-22-5-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-07-29
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 06/24/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.245 in
Sample 1 Area: 0.1196 in^2
Sample 1 Ultimate Strength Actual: 940.295 lbs
Sample 1 percent elongation: 22.5 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.489 in
Sample 2 Thickness: 0.248 in
Sample 2 Area: 0.1213 in^2
Sample 2 Ultimate Strength Actual: 959.362 lbs
Sample 2 percent elongation: 23.6 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.49 in
Sample 3 Thickness: 0.246 in
Sample 3 Area: 0.1205 in^2
Sample 3 Ultimate Strength Actual: 953.637 lbs
Sample 3 percent elongation: 17.3 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.489 in
Sample 4 Thickness: 0.245 in
Sample 4 Area: 0.1198 in^2
Sample 4 Ultimate Strength Actual: 952.41 lbs
Sample 4 percent elongation: 16.4 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.489 in
Sample 5 Thickness: 0.246 in
Sample 5 Area: 0.1203 in^2
Sample 5 Ultimate Strength Actual: 954.941 lbs
Sample 5 percent elongation: 18.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.488 in
Sample 6 Thickness: 0.256 in
Sample 6 Area: 0.1249 in^2
Sample 6 Ultimate Strength Actual: 992.955 lbs
Sample 6 percent elongation: 18.1 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 7862 psi
Sample 2 Ultimate strength : 7909 psi
Sample 3 Ultimate strength: 7914 psi
Sample 4 Ultimate strength: 7950 psi
Sample 5 Ultimate strength: 7938 psi
Sample 6 Ultimate strength : 7950 psi
Ultimate Strength Average: 7921 psi
Percent Elongation Average: 19 %
General comments (publicly viewable) (Max 1000 characters): Accepted Based on Supplier Results. Change Order Requirements: Minimum 15% Elongation, Minimum 5000 psi Tensile Strength
Test was verified on 7/29/2022 ✔