Summary for Test 2021-10-06-6-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 215397 DEA: 042Q0504 EFIS: 0418000413 |
---|---|
DIST-CO-RTE-PM | 04-SCL-87,101,680-Var |
Award Date | 02/18/2021 |
Closeout Date | 03/27/2023 |
Work Description | PLACE POLYESTER CONCRETE OVERLAY AND TREAT BRIDGE DECKS. |
Location Description | SANTA CLARA COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 01/25/2021) |
Sample Information
Sample Taken Date | 10/06/2021 | Sample Unique Key | 6 |
---|---|---|---|
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 | 10/06/2021 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 1 tanker | 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 | 707-330-9227 |
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) | 1364594 |
---|---|---|---|
Batch number | 1364594 | Mix number | 1364594 |
Test Details
DIME Sample ID: 2021-10-06-6
DIME Test ID: 2021-10-06-6-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-10-15
Test Results
Number of specimens tested: 5
Input Type: Measured
Tester's full name: Vendors Results
Date of test: 10/15/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.257 in
Sample 1 Area: 0.1252 in^2
Sample 1 Ultimate Strength Actual: 457.293 lbs
Sample 1 percent elongation: 57.29 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.253 in
Sample 2 Area: 0.1232 in^2
Sample 2 Ultimate Strength Actual: 439.491 lbs
Sample 2 percent elongation: 52.34 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.255 in
Sample 3 Area: 0.1242 in^2
Sample 3 Ultimate Strength Actual: 449.331 lbs
Sample 3 percent elongation: 55.32 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.254 in
Sample 4 Area: 0.1237 in^2
Sample 4 Ultimate Strength Actual: 456.564 lbs
Sample 4 percent elongation: 64.32 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.255 in
Sample 5 Area: 0.1239 in^2
Sample 5 Ultimate Strength Actual: 461.49 lbs
Sample 5 percent elongation: 64.61 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3652.5 psi
Sample 2 Ultimate strength : 3567.3 psi
Sample 3 Ultimate strength: 3617.8 psi
Sample 4 Ultimate strength: 3690.9 psi
Sample 5 Ultimate strength: 3724.7 psi
Ultimate Strength Average: 3651 psi
Percent Elongation Average: 59 %
General comments (publicly viewable) (Max 1000 characters): Accepted Based On Supplier Results
Test was verified on 10/15/2021 ✔