Summary for Test 2022-08-03-2-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 993193 DEA: 031H18U4 EFIS: 0321000106 |
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DIST-CO-RTE-PM | 03-NEV-80-13.0/16.5 |
Award Date | 11/04/2021 |
Closeout Date | 12/14/2023 |
Work Description | ROADWAY EXCAVATION, JPCP AND FURNISH POLYESTER CONCRETE OVERLAY. |
Location Description | NEVADA COUNTY IN AND NEAR TRUCKEE FROM 0.2 MILE WEST OF DONNER PARK OVERCROSSING TO ROUTE 89/267 SEPARATION |
QA Service Level | 1 (Verified on 08/23/2021) |
Sample Information
Sample Taken Date | 08/03/2022 | Sample Unique Key | 2 |
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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 | 08/03/2022 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 22 Totes | From where was the sample collected | Source |
First name of sampler or witnessed by | Gilberto | Last name of sampler or witnessed by | Gonzalez |
Title of sampler | Quality Control Manager | Telephone number of sampler | 7076245467 |
Laboratory sample identification | 943119 | Linked DIME Sample ID | 943119 |
The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | 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) | 1417327 |
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Batch number | 1417327 | Mix number | 1417327 |
Test Details
DIME Sample ID: 2022-08-03-2
DIME Test ID: 2022-08-03-2-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-08-26
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 07/15/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.252 in
Sample 1 Area: 0.123 in^2
Sample 1 Ultimate Strength Actual: 857.9 lbs
Sample 1 percent elongation: 20.36 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.489 in
Sample 2 Thickness: 0.253 in
Sample 2 Area: 0.1237 in^2
Sample 2 Ultimate Strength Actual: 852 lbs
Sample 2 percent elongation: 22.6 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.489 in
Sample 3 Thickness: 0.251 in
Sample 3 Area: 0.1227 in^2
Sample 3 Ultimate Strength Actual: 862.8 lbs
Sample 3 percent elongation: 18.42 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.252 in
Sample 4 Area: 0.123 in^2
Sample 4 Ultimate Strength Actual: 872.6 lbs
Sample 4 percent elongation: 21.9 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.491 in
Sample 5 Thickness: 0.254 in
Sample 5 Area: 0.1247 in^2
Sample 5 Ultimate Strength Actual: 858.4 lbs
Sample 5 percent elongation: 17.29 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.491 in
Sample 6 Thickness: 0.263 in
Sample 6 Area: 0.1291 in^2
Sample 6 Ultimate Strength Actual: 895.9 lbs
Sample 6 percent elongation: 14.74 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 6974.8 psi
Sample 2 Ultimate strength : 6887.6 psi
Sample 3 Ultimate strength: 7031.8 psi
Sample 4 Ultimate strength: 7094.3 psi
Sample 5 Ultimate strength: 6883.7 psi
Sample 6 Ultimate strength : 6939.6 psi
Ultimate Strength Average: 6969 psi
Percent Elongation Average: 19 %
General comments (publicly viewable) (Max 1000 characters): Accepted based on suppliers results.
Test was verified on 8/26/2022 ✔