Summary for Test 2019-06-10-3-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 213937 DEA: 023H8004 EFIS: 0218000037 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5,96-VAR |
| Award Date | 04/08/2019 |
| Closeout Date | 12/04/2019 |
| Work Description | REPLACE POLYESTER CONCRETE OVERLAY, APPLY METHACRYLATE, MGS. |
| Location Description | SISKIYOU COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 04/03/2019) |
Sample Information
| Sample Taken Date | 06/10/2019 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 06/10/2019 |
| 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 | Chris | Last name of sampler or witnessed by | Nunes |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Kwik bond and Reichhold | 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) | 1189047 |
|---|---|---|---|
| Batch number | 1189047 | Mix number | 1189047 |
Test Details
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DIME Sample ID: 2019-06-10-3
DIME Test ID: 2019-06-10-3-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-07-01
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 07/01/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.246 in
Sample 1 Area: 0.1193 in^2
Sample 1 Ultimate Strength Actual: 412.2 lbs
Sample 1 percent elongation: 61 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.251 in
Sample 2 Area: 0.1217 in^2
Sample 2 Ultimate Strength Actual: 421 lbs
Sample 2 percent elongation: 67.7 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.25 in
Sample 3 Area: 0.121 in^2
Sample 3 Ultimate Strength Actual: 439 lbs
Sample 3 percent elongation: 70.8 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.245 in
Sample 4 Area: 0.1186 in^2
Sample 4 Ultimate Strength Actual: 451 lbs
Sample 4 percent elongation: 75.2 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.485 in
Sample 5 Thickness: 0.247 in
Sample 5 Area: 0.1198 in^2
Sample 5 Ultimate Strength Actual: 397.3 lbs
Sample 5 percent elongation: 57.6 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0 in
Sample 6 Thickness: 0 in
Sample 6 Area: 0 in^2
Sample 6 Ultimate Strength Actual: 0 lbs
Sample 6 percent elongation: 0 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3455.2 psi
Sample 2 Ultimate strength : 3459.3 psi
Sample 3 Ultimate strength: 3628.1 psi
Sample 4 Ultimate strength: 3802.7 psi
Sample 5 Ultimate strength: 3316.4 psi
Sample 6 Ultimate strength : 0 psi
Ultimate Strength Average: 2944 psi
Percent Elongation Average: 55 %
General comments (publicly viewable) (Max 1000 characters): Accepted suppliers test results
Test was verified on 7/1/2019 ✔