Summary for Test 2022-11-07-16-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 213598 DEA: 051F75U4 EFIS: 0518000092 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-101-R36.9/47.7 |
| Award Date | 01/16/2019 |
| Closeout Date | 01/11/2024 |
| Work Description | CRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER |
| Location Description | MONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE |
| QA Service Level | 1 (Verified on 10/11/2018) |
Sample Information
| Sample Taken Date | 11/07/2022 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 11/07/2022 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| The quantity of what the sample constitutes | 35 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 | 943753 | Linked DIME Sample ID | 943753 |
| 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 | Bid Item | Not set |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1437874 |
|---|---|---|---|
| Batch number | 1437874 | Mix number | 1437874 |
Test Details
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DIME Sample ID: 2022-11-07-16
DIME Test ID: 2022-11-07-16-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-03-29
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Kelly Potterf
Date of test: 11/16/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.25 in
Sample 1 Area: 0.1218 in^2
Sample 1 Ultimate Strength Actual: 418 lbs
Sample 1 percent elongation: 64.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.252 in
Sample 2 Area: 0.1227 in^2
Sample 2 Ultimate Strength Actual: 419.4 lbs
Sample 2 percent elongation: 60.1 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.242 in
Sample 3 Area: 0.1181 in^2
Sample 3 Ultimate Strength Actual: 406.9 lbs
Sample 3 percent elongation: 55.1 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.238 in
Sample 4 Area: 0.1159 in^2
Sample 4 Ultimate Strength Actual: 401.7 lbs
Sample 4 percent elongation: 55.8 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.244 in
Sample 5 Area: 0.1188 in^2
Sample 5 Ultimate Strength Actual: 410 lbs
Sample 5 percent elongation: 56.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.242 in
Sample 6 Area: 0.1179 in^2
Sample 6 Ultimate Strength Actual: 409 lbs
Sample 6 percent elongation: 62.3 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3431.9 psi
Sample 2 Ultimate strength : 3418.1 psi
Sample 3 Ultimate strength: 3445.4 psi
Sample 4 Ultimate strength: 3465.9 psi
Sample 5 Ultimate strength: 3451.2 psi
Sample 6 Ultimate strength : 3469 psi
Ultimate Strength Average: 3447 psi
Percent Elongation Average: 59 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.
Test was verified on 3/29/2023 ✔