Summary for Test 2021-08-30-20-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 215397 DEA: 042Q0504 EFIS: 0418000413 |
|---|---|
| DIST-CO-RTE-PM | 04-SCL-87,101,680-Var |
| Award Date | 02/18/2021 |
| Closeout Date | 03/27/2023 |
| Work Description | PLACE POLYESTER CONCRETE OVERLAY AND TREAT BRIDGE DECKS. |
| Location Description | SANTA CLARA COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 01/25/2021) |
Sample Information
| Sample Taken Date | 08/30/2021 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/30/2021 | 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 | Daniel |
| Last name of sampler or witnessed by | Tikusis | Title of sampler | Technical Director |
| Telephone number of sampler | 7073309227 | 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 | ||
| Bid Item | Not set |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1354835 |
|---|---|---|---|
| Batch Number | 1354835 | Mix number | 1354835 |
Test Details
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DIME Sample ID: 2021-08-30-20
DIME Test ID: 2021-08-30-20-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-09-23
Test Results
Number of specimens tested: 5
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 08/24/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.255 in
Sample 1 Area: 0.1244 in^2
Sample 1 Ultimate Strength Actual: 413.7 lbs
Sample 1 percent elongation: 67.31 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.257 in
Sample 2 Area: 0.1252 in^2
Sample 2 Ultimate Strength Actual: 420.9 lbs
Sample 2 percent elongation: 68.64 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.253 in
Sample 3 Area: 0.1232 in^2
Sample 3 Ultimate Strength Actual: 410.9 lbs
Sample 3 percent elongation: 67.17 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.253 in
Sample 4 Area: 0.1232 in^2
Sample 4 Ultimate Strength Actual: 359.3 lbs
Sample 4 percent elongation: 54.83 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.259 in
Sample 5 Area: 0.1261 in^2
Sample 5 Ultimate Strength Actual: 412.9 lbs
Sample 5 percent elongation: 65.84 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3325.6 psi
Sample 2 Ultimate strength : 3361.8 psi
Sample 3 Ultimate strength: 3335.2 psi
Sample 4 Ultimate strength: 2916.4 psi
Sample 5 Ultimate strength: 3274.4 psi
Ultimate Strength Average: 3243 psi
Percent Elongation Average: 65 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor results.
Test was verified on 9/23/2021 ✔