Summary for Test 2022-02-22-21-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 215577 DEA: 060Y6904 EFIS: 0619000207 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE,TUL-41,99,168,180,198-Var |
| Award Date | 05/19/2021 |
| Closeout Date | 10/24/2022 |
| Work Description | FURNISH AND PLACE POLYESTER CONCRETE OVERLAY ON BRIDGE DECK. |
| Location Description | FRESNO AND TULARE COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 03/22/2021) |
Sample Information
| Sample Taken Date | 02/22/2022 | Sample Unique Key | 21 |
|---|---|---|---|
| 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 | 02/22/2022 |
| 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 | Daniel | Last name of sampler or witnessed by | Tikusis |
| Title of sampler | Technical Director | Telephone number of sampler | 17073309227 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Kwik Bond Polymers and Polynt | 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) | 1389897 |
|---|---|---|---|
| Batch number | 1389897 | Mix number | 1389897 |
Test Details
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DIME Sample ID: 2022-02-22-21
DIME Test ID: 2022-02-22-21-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-03-15
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 02/25/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.25 in
Sample 1 Thickness: 0.49 in
Sample 1 Area: 0.1225 in^2
Sample 1 Ultimate Strength Actual: 398.7 lbs
Sample 1 percent elongation: 52.8 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.25 in
Sample 2 Thickness: 0.49 in
Sample 2 Area: 0.1225 in^2
Sample 2 Ultimate Strength Actual: 396.5 lbs
Sample 2 percent elongation: 51.9 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.24 in
Sample 3 Thickness: 0.49 in
Sample 3 Area: 0.1176 in^2
Sample 3 Ultimate Strength Actual: 379.1 lbs
Sample 3 percent elongation: 52 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.24 in
Sample 4 Thickness: 0.49 in
Sample 4 Area: 0.1176 in^2
Sample 4 Ultimate Strength Actual: 378.4 lbs
Sample 4 percent elongation: 47.4 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.25 in
Sample 5 Thickness: 0.49 in
Sample 5 Area: 0.1225 in^2
Sample 5 Ultimate Strength Actual: 394 lbs
Sample 5 percent elongation: 54.5 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.24 in
Sample 6 Thickness: 0.49 in
Sample 6 Area: 0.1176 in^2
Sample 6 Ultimate Strength Actual: 386.3 lbs
Sample 6 percent elongation: 62.7 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3254.7 psi
Sample 2 Ultimate strength : 3236.7 psi
Sample 3 Ultimate strength: 3223.6 psi
Sample 4 Ultimate strength: 3217.7 psi
Sample 5 Ultimate strength: 3216.3 psi
Sample 6 Ultimate strength : 3284.9 psi
Ultimate Strength Average: 3239 psi
Percent Elongation Average: 54 %
General comments (publicly viewable) (Max 1000 characters): Accept supplier's results
Test was verified on 3/15/2022 ✔