Summary for Test 2021-08-12-8-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 215495 DEA: 081K7304 EFIS: 0819000098 |
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DIST-CO-RTE-PM | 08-RIV-60,215-R0.4/15.9,R28.0/42.6 |
Award Date | 04/02/2021 |
Closeout Date | 01/18/2022 |
Work Description | PLACE AND FURNISH POLYESTER CONCRETE OVERLAY. |
Location Description | RIVERSIDE COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
Sample Taken Date | 08/12/2021 | 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 | 08/12/2021 |
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) | 1353334 |
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Batch number | 1353334 | Mix number | 1353334 |
Test Details
DIME Sample ID: 2021-08-12-8
DIME Test ID: 2021-08-12-8-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-09-29
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Vendor Results
Date of test: 09/29/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.239 in
Sample 1 Area: 0.1159 in^2
Sample 1 Ultimate Strength Actual: 405.221 lbs
Sample 1 percent elongation: 56.26 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.234 in
Sample 2 Area: 0.1135 in^2
Sample 2 Ultimate Strength Actual: 394.072 lbs
Sample 2 percent elongation: 59.08 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.238 in
Sample 3 Area: 0.1157 in^2
Sample 3 Ultimate Strength Actual: 399.42 lbs
Sample 3 percent elongation: 58.94 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.242 in
Sample 4 Area: 0.1174 in^2
Sample 4 Ultimate Strength Actual: 421.607 lbs
Sample 4 percent elongation: 62.06 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.249 in
Sample 5 Area: 0.121 in^2
Sample 5 Ultimate Strength Actual: 424.032 lbs
Sample 5 percent elongation: 61.84 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.246 in
Sample 6 Area: 0.1196 in^2
Sample 6 Ultimate Strength Actual: 419.94 lbs
Sample 6 percent elongation: 62.12 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3496.3 psi
Sample 2 Ultimate strength : 3472 psi
Sample 3 Ultimate strength: 3452.2 psi
Sample 4 Ultimate strength: 3591.2 psi
Sample 5 Ultimate strength: 3504.4 psi
Sample 6 Ultimate strength : 3511.2 psi
Ultimate Strength Average: 3505 psi
Percent Elongation Average: 60 %
General comments (publicly viewable) (Max 1000 characters): Accepted Based On Vendor Results.
Test was verified on 9/29/2021 ✔