Summary for Test 2021-04-30-8-7
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 215429 DEA: 120S2304 EFIS: 1219000108 |
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DIST-CO-RTE-PM | 12-ORA-73-10.3/19.5 |
Award Date | 02/25/2021 |
Closeout Date | 01/18/2022 |
Work Description | METHACRYLATE DECK SEAL TREATMENT AND POLYESTER CONCRETE OVERLAY |
Location Description | ORANGE COUNTY AT VARIOUS LOCATIONS FROM S73-S5 CONNECTOR VIADUCT IN LAGUNA NIGUEL TO SAND CANYON AVENUE UNDERCROSSING IN IRVINE |
QA Service Level | 1 (Verified on 02/22/2021) |
Sample Information
Sample Taken Date | 04/30/2021 | Sample Unique Key | 8 |
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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 | 04/30/2021 |
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 | 7073309227 |
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) | 1330214 |
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Batch number | 1330214 | Mix number | 1330214 |
Test Details
DIME Sample ID: 2021-04-30-8
DIME Test ID: 2021-04-30-8-7
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-05-28
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 05/21/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.491 in
Sample 1 Thickness: 0.247 in
Sample 1 Area: 0.1213 in^2
Sample 1 Ultimate Strength Actual: 391.8 lbs
Sample 1 percent elongation: 53.4 %
Sample 1 Time: 3 MM:SS
Sample 2 Width: 0.491 in
Sample 2 Thickness: 0.25 in
Sample 2 Area: 0.1228 in^2
Sample 2 Ultimate Strength Actual: 423.5 lbs
Sample 2 percent elongation: 59.4 %
Sample 2 Time: 4 MM:SS
Sample 3 Width: 0.491 in
Sample 3 Thickness: 0.252 in
Sample 3 Area: 0.1237 in^2
Sample 3 Ultimate Strength Actual: 417.7 lbs
Sample 3 percent elongation: 57.5 %
Sample 3 Time: 4 MM:SS
Sample 4 Width: 0.491 in
Sample 4 Thickness: 0.247 in
Sample 4 Area: 0.1213 in^2
Sample 4 Ultimate Strength Actual: 415.4 lbs
Sample 4 percent elongation: 58.7 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.491 in
Sample 5 Thickness: 0.252 in
Sample 5 Area: 0.1237 in^2
Sample 5 Ultimate Strength Actual: 412.4 lbs
Sample 5 percent elongation: 55.9 %
Sample 5 Time: 4 MM:SS
Sample 6 Width: 0.491 in
Sample 6 Thickness: 0.25 in
Sample 6 Area: 0.1228 in^2
Sample 6 Ultimate Strength Actual: 415.8 lbs
Sample 6 percent elongation: 51.5 %
Sample 6 Time: 3 MM:SS
Sample 1 Ultimate strength: 3230 psi
Sample 2 Ultimate strength : 3448.7 psi
Sample 3 Ultimate strength: 3376.7 psi
Sample 4 Ultimate strength: 3424.6 psi
Sample 5 Ultimate strength: 3333.9 psi
Sample 6 Ultimate strength : 3386 psi
Ultimate Strength Average: 3367 psi
Percent Elongation Average: 56 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/28/2021 ✔