Summary for Test 2020-10-13-6-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 215029 DEA: 120Q8504 EFIS: 1217000116 |
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DIST-CO-RTE-PM | 12-ORA-5-34.5/37.4 |
Award Date | 07/29/2020 |
Closeout Date | 07/08/2022 |
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 | 10/13/2020 | Sample Unique Key | 6 |
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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 | 10/13/2020 |
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 | 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) | 1284806 |
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Batch number | 1284806 | Mix number | 1284806 |
Test Details
DIME Sample ID: 2020-10-13-6
DIME Test ID: 2020-10-13-6-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-10-21
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Vendor Results
Date of test: 10/21/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.25 in
Sample 1 Area: 0.1218 in^2
Sample 1 Ultimate Strength Actual: 399.5 lbs
Sample 1 percent elongation: 66.6 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.25 in
Sample 2 Area: 0.1218 in^2
Sample 2 Ultimate Strength Actual: 379.6 lbs
Sample 2 percent elongation: 56.45 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.243 in
Sample 3 Area: 0.1183 in^2
Sample 3 Ultimate Strength Actual: 414.5 lbs
Sample 3 percent elongation: 68.67 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.25 in
Sample 4 Area: 0.1218 in^2
Sample 4 Ultimate Strength Actual: 405 lbs
Sample 4 percent elongation: 65.08 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.252 in
Sample 5 Area: 0.1227 in^2
Sample 5 Ultimate Strength Actual: 401.2 lbs
Sample 5 percent elongation: 63.03 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.249 in
Sample 6 Area: 0.1213 in^2
Sample 6 Ultimate Strength Actual: 410.3 lbs
Sample 6 percent elongation: 66.04 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3280 psi
Sample 2 Ultimate strength : 3116.6 psi
Sample 3 Ultimate strength: 3503.8 psi
Sample 4 Ultimate strength: 3325.1 psi
Sample 5 Ultimate strength: 3269.8 psi
Sample 6 Ultimate strength : 3382.5 psi
Ultimate Strength Average: 3313 psi
Percent Elongation Average: 64 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/21/2020 ✔