Summary for Test 2021-01-07-9-2
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 214908 DEA: 112N0424 EFIS: 1118000193 |
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DIST-CO-RTE-PM | 11-SD-76-R4.2/R6.4 |
Award Date | 06/09/2020 |
Closeout Date | 01/31/2022 |
Work Description | PLACE MICROSURFACING, COLD PLANE AND REPLACE AC WITH HOT MIX ASPHALT. |
Location Description | SAN DIEGO COUNTY IN OCEANSIDE FROM RANCHO DEL ORO DRIVE TO 0.2 MILE EAST OF COLLEGE BOULEVARD |
QA Service Level | 1 (Verified on 09/15/2020) |
Sample Information
Sample Taken Date | 01/07/2021 | Sample Unique Key | 9 |
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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 | 01/15/2021 |
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 | 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) | 1304788 |
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Batch number | 1304788 | Mix number | 1304788 |
Test Details
DIME Sample ID: 2021-01-07-9
DIME Test ID: 2021-01-07-9-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-01-28
Test Results
Number of specimens tested: 5
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 01/28/2021
Conditioning procedure: 40/25/50
Speed of testing: 0.2 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.127 in
Sample 1 Area: 0.0616 in^2
Sample 1 Ultimate Strength Actual: 185.4 lbs
Sample 1 percent elongation: 31.9 %
Sample 1 Time: 6 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.13 in
Sample 2 Area: 0.0632 in^2
Sample 2 Ultimate Strength Actual: 196.7 lbs
Sample 2 percent elongation: 40.5 %
Sample 2 Time: 6 MM:SS
Sample 3 Width: 0.483 in
Sample 3 Thickness: 0.133 in
Sample 3 Area: 0.0642 in^2
Sample 3 Ultimate Strength Actual: 190.1 lbs
Sample 3 percent elongation: 29.2 %
Sample 3 Time: 5 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.128 in
Sample 4 Area: 0.062 in^2
Sample 4 Ultimate Strength Actual: 183.7 lbs
Sample 4 percent elongation: 28.6 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.127 in
Sample 5 Area: 0.0613 in^2
Sample 5 Ultimate Strength Actual: 181.6 lbs
Sample 5 percent elongation: 29.3 %
Sample 5 Time: 4 MM:SS
Sample 1 Ultimate strength: 3009.7 psi
Sample 2 Ultimate strength : 3112.3 psi
Sample 3 Ultimate strength: 2961.1 psi
Sample 4 Ultimate strength: 2962.9 psi
Sample 5 Ultimate strength: 2962.5 psi
Ultimate Strength Average: 3002 psi
Percent Elongation Average: 32 %
General comments (publicly viewable) (Max 1000 characters): Specimen 3,4 and 5 broke at flaws.
Test was verified on 1/28/2021 ✔