Summary for Test 2022-08-04-35-3
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 | 08/04/2022 | Sample Unique Key | 35 |
|---|---|---|---|
| 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 | 08/05/2022 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| 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 | 943120 | Linked DIME Sample ID | 943120 |
| 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) | 1418289 |
|---|---|---|---|
| Batch number | 1418289 | Mix number | 1418289 |
Test Details
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DIME Sample ID: 2022-08-04-35
DIME Test ID: 2022-08-04-35-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-08-26
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 08/12/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.484 in
Sample 1 Thickness: 0.241 in
Sample 1 Area: 0.1166 in^2
Sample 1 Ultimate Strength Actual: 911.5 lbs
Sample 1 percent elongation: 17.68 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.242 in
Sample 2 Area: 0.1176 in^2
Sample 2 Ultimate Strength Actual: 917.8 lbs
Sample 2 percent elongation: 19.43 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.483 in
Sample 3 Thickness: 0.248 in
Sample 3 Area: 0.1198 in^2
Sample 3 Ultimate Strength Actual: 932 lbs
Sample 3 percent elongation: 20.93 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.245 in
Sample 4 Area: 0.1188 in^2
Sample 4 Ultimate Strength Actual: 925.6 lbs
Sample 4 percent elongation: 22.51 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.25 in
Sample 5 Area: 0.121 in^2
Sample 5 Ultimate Strength Actual: 938.6 lbs
Sample 5 percent elongation: 22.01 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.483 in
Sample 6 Thickness: 0.239 in
Sample 6 Area: 0.1154 in^2
Sample 6 Ultimate Strength Actual: 902 lbs
Sample 6 percent elongation: 21.52 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 7817.3 psi
Sample 2 Ultimate strength : 7804.4 psi
Sample 3 Ultimate strength: 7779.6 psi
Sample 4 Ultimate strength: 7791.2 psi
Sample 5 Ultimate strength: 7757 psi
Sample 6 Ultimate strength : 7816.3 psi
Ultimate Strength Average: 7794 psi
Percent Elongation Average: 21 %
General comments (publicly viewable) (Max 1000 characters): Accepted based on suppliers results.
Test was verified on 8/26/2022 ✔