Summary for Test 2020-10-28-2-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 215029 DEA: 120Q8504 EFIS: 1217000116 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-5-34.5/37.4 |
| Award Date | 07/29/2020 |
| Closeout Date | Not set |
| Work Description | PLACE POLYESTER CONCRETE ON 3 BRIDGES & REPLACE CONCRETE BARRIERS. |
| Location Description | ORANGE COUNTY IN ORANGE AND ANAHEIM FROM 0.1 MILE NORTH OF SANTA ANA RIVER BRIDGE TO HARBOR BOULEVARD OVERCROSSING |
| QA Service Level | 1 (Verified on 09/01/2020) |
Sample Information
| Sample Taken Date | 10/28/2020 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 10/28/2020 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| The quantity of what the sample constitutes | 8 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 | 707-330-9227 |
| 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) | 1289994 |
|---|---|---|---|
| Batch number | 1289994 | Mix number | 1289994 |
Test Details
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DIME Sample ID: 2020-10-28-2
DIME Test ID: 2020-10-28-2-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-11-18
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Vendor Results
Date of test: 11/18/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.253 in
Sample 1 Area: 0.1232 in^2
Sample 1 Ultimate Strength Actual: 364.3 lbs
Sample 1 percent elongation: 58.32 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.253 in
Sample 2 Area: 0.1232 in^2
Sample 2 Ultimate Strength Actual: 373.4 lbs
Sample 2 percent elongation: 63.53 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.254 in
Sample 3 Area: 0.1237 in^2
Sample 3 Ultimate Strength Actual: 373.3 lbs
Sample 3 percent elongation: 61.69 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.26 in
Sample 4 Area: 0.1269 in^2
Sample 4 Ultimate Strength Actual: 415.5 lbs
Sample 4 percent elongation: 69.1 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.26 in
Sample 5 Area: 0.1269 in^2
Sample 5 Ultimate Strength Actual: 388 lbs
Sample 5 percent elongation: 63.61 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.26 in
Sample 6 Area: 0.1266 in^2
Sample 6 Ultimate Strength Actual: 397.8 lbs
Sample 6 percent elongation: 67.59 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2957 psi
Sample 2 Ultimate strength : 3030.8 psi
Sample 3 Ultimate strength: 3017.8 psi
Sample 4 Ultimate strength: 3274.2 psi
Sample 5 Ultimate strength: 3057.5 psi
Sample 6 Ultimate strength : 3142.2 psi
Ultimate Strength Average: 3080 psi
Percent Elongation Average: 64 %
General comments (publicly viewable) (Max 1000 characters): Accepted Based on Supplier Results.
Test was verified on 11/18/2020 ✔