Summary for Test 2024-03-07-23-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 |
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DIST-CO-RTE-PM | 08-SBD-10-0.0/13.2 |
Award Date | 06/06/2018 |
Closeout Date | Not set |
Work Description | Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes |
Location Description | LA/SBD County Line to PM 13.2 near I-15 |
QA Service Level | 1 (Verified on 10/16/2019) |
Sample Information
Sample Taken Date | 03/07/2024 | Sample Unique Key | 23 |
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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 | 03/08/2024 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can / PPC 1121 RESIN |
The quantity of what the sample constitutes | 18 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 | 17076245467 |
Laboratory sample identification | 000043KBP | Linked DIME Sample ID | 000043KBP |
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) | AZ4B00250T |
---|---|---|---|
Batch number | AZ4B00250T | Mix number | AZ4B00250T |
Test Details
DIME Sample ID: 2024-03-07-23
DIME Test ID: 2024-03-07-23-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-05-13
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 03/14/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.484 in
Sample 1 Thickness: 0.256 in
Sample 1 Area: 0.1239 in^2
Sample 1 Ultimate Strength Actual: 407.87 lbs
Sample 1 percent elongation: 57.4 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.259 in
Sample 2 Area: 0.1254 in^2
Sample 2 Ultimate Strength Actual: 407.8 lbs
Sample 2 percent elongation: 65 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.267 in
Sample 3 Area: 0.1292 in^2
Sample 3 Ultimate Strength Actual: 418.48 lbs
Sample 3 percent elongation: 55.7 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.266 in
Sample 4 Area: 0.1287 in^2
Sample 4 Ultimate Strength Actual: 446.3 lbs
Sample 4 percent elongation: 73.8 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.256 in
Sample 5 Area: 0.1239 in^2
Sample 5 Ultimate Strength Actual: 412.46 lbs
Sample 5 percent elongation: 69.2 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.484 in
Sample 6 Thickness: 0.265 in
Sample 6 Area: 0.1283 in^2
Sample 6 Ultimate Strength Actual: 419.54 lbs
Sample 6 percent elongation: 41 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3291.9 psi
Sample 2 Ultimate strength : 3252 psi
Sample 3 Ultimate strength: 3239 psi
Sample 4 Ultimate strength: 3467.8 psi
Sample 5 Ultimate strength: 3329 psi
Sample 6 Ultimate strength : 3270 psi
Ultimate Strength Average: 3308 psi
Percent Elongation Average: 60 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendors Results
Test was verified on 5/13/2024 ✔