Summary for Test 2020-07-28-17-4
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 214946 DEA: 060X1504 EFIS: 0618000233 |
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DIST-CO-RTE-PM | 06-FRE-99-0.9/30.5 |
Award Date | 06/12/2020 |
Closeout Date | 01/26/2021 |
Work Description | POLYESTER CONCRETE OVERLAY. |
Location Description | FRESNO COUNTY FROM CONEJO AVENUE UNDERCROSSING TO GRANTLAND AVENUE UNDERCROSSING |
QA Service Level | 1 (Verified on 05/21/2020) |
Sample Information
Sample Taken Date | 07/28/2020 | Sample Unique Key | 17 |
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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 | 07/28/2020 |
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 | 7073309227 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Kwik Bond Polymers 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) | 1267220 |
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Batch number | 1267220 | Mix number | 1267220 |
Test Details
DIME Sample ID: 2020-07-28-17
DIME Test ID: 2020-07-28-17-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-10-19
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 10/19/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.481 in
Sample 1 Thickness: 0.256 in
Sample 1 Area: 0.1231 in^2
Sample 1 Ultimate Strength Actual: 395.1 lbs
Sample 1 percent elongation: 59.4 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.481 in
Sample 2 Thickness: 0.251 in
Sample 2 Area: 0.1207 in^2
Sample 2 Ultimate Strength Actual: 364.7 lbs
Sample 2 percent elongation: 57 %
Sample 2 Time: 4 MM:SS
Sample 3 Width: 0.481 in
Sample 3 Thickness: 0.249 in
Sample 3 Area: 0.1198 in^2
Sample 3 Ultimate Strength Actual: 365.4 lbs
Sample 3 percent elongation: 54.4 %
Sample 3 Time: 3 MM:SS
Sample 4 Width: 0.481 in
Sample 4 Thickness: 0.251 in
Sample 4 Area: 0.1207 in^2
Sample 4 Ultimate Strength Actual: 397.6 lbs
Sample 4 percent elongation: 61.1 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.249 in
Sample 5 Thickness: 0.48 in
Sample 5 Area: 0.1195 in^2
Sample 5 Ultimate Strength Actual: 391.5 lbs
Sample 5 percent elongation: 63.3 %
Sample 5 Time: 4 MM:SS
Sample 6 Width: 0.24 in
Sample 6 Thickness: 0.48 in
Sample 6 Area: 0.1152 in^2
Sample 6 Ultimate Strength Actual: 363.9 lbs
Sample 6 percent elongation: 32.7 %
Sample 6 Time: 2 MM:SS
Sample 1 Ultimate strength: 3209.6 psi
Sample 2 Ultimate strength : 3021.5 psi
Sample 3 Ultimate strength: 3050.1 psi
Sample 4 Ultimate strength: 3294.1 psi
Sample 5 Ultimate strength: 3276.2 psi
Sample 6 Ultimate strength : 3158.9 psi
Ultimate Strength Average: 3168 psi
Percent Elongation Average: 55 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/19/2020 ✔