Summary for Test 2020-07-30-16-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 214946 DEA: 060X1504 EFIS: 0618000233 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-99-0.9/30.5 |
| Award Date | 06/12/2020 |
| Closeout Date | 01/26/2021 |
| Work Description | POLYESTER CONCRETE OVERLAY. |
| Location Description | FRESNO COUNTY FROM CONEJO AVENUE UNDERCROSSING TO GRANTLAND AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 05/21/2020) |
Sample Information
| Sample Taken Date | 07/30/2020 | Sample Unique Key | 16 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/30/2020 | 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 Reichhold | |
| 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) | 1267926 |
|---|---|---|---|
| Batch Number | 1267926 | Mix number | 1267926 |
Test Details
DIME Sample ID: 2020-07-30-16
DIME Test ID: 2020-07-30-16-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-10-19
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 10/19/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.254 in
Sample 1 Thickness: 0.481 in
Sample 1 Area: 0.1222 in^2
Sample 1 Ultimate Strength Actual: 396.1 lbs
Sample 1 percent elongation: 44 %
Sample 1 Time: 3 MM:SS
Sample 2 Width: 0.27 in
Sample 2 Thickness: 0.481 in
Sample 2 Area: 0.1299 in^2
Sample 2 Ultimate Strength Actual: 410 lbs
Sample 2 percent elongation: 52.2 %
Sample 2 Time: 4 MM:SS
Sample 3 Width: 0.245 in
Sample 3 Thickness: 0.481 in
Sample 3 Area: 0.1178 in^2
Sample 3 Ultimate Strength Actual: 396 lbs
Sample 3 percent elongation: 62.4 %
Sample 3 Time: 4 MM:SS
Sample 4 Width: 0.248 in
Sample 4 Thickness: 0.481 in
Sample 4 Area: 0.1193 in^2
Sample 4 Ultimate Strength Actual: 394.6 lbs
Sample 4 percent elongation: 61.4 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.25 in
Sample 5 Thickness: 0.481 in
Sample 5 Area: 0.1203 in^2
Sample 5 Ultimate Strength Actual: 360.5 lbs
Sample 5 percent elongation: 47.1 %
Sample 5 Time: 3 MM:SS
Sample 6 Width: 0.239 in
Sample 6 Thickness: 0.481 in
Sample 6 Area: 0.115 in^2
Sample 6 Ultimate Strength Actual: 358.9 lbs
Sample 6 percent elongation: 55 %
Sample 6 Time: 3 MM:SS
Sample 1 Ultimate strength: 3241.4 psi
Sample 2 Ultimate strength : 3156.3 psi
Sample 3 Ultimate strength: 3361.6 psi
Sample 4 Ultimate strength: 3307.6 psi
Sample 5 Ultimate strength: 2996.7 psi
Sample 6 Ultimate strength : 3120.9 psi
Ultimate Strength Average: 3197 psi
Percent Elongation Average: 54 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/19/2020 ✔
