Summary for Test 2020-09-17-7-6
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 214843 DEA: 060X6704 EFIS: 0618000229 |
---|---|
DIST-CO-RTE-PM | 06-TUL-63,65,99,190,198-Var |
Award Date | 05/14/2020 |
Closeout Date | 07/15/2021 |
Work Description | REPLACE BRIDGE DECK WITH POLYESTER CONCRETE OVERLAY & PLACE CONCRETE. |
Location Description | TULARE COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 04/20/2020) |
Sample Information
Sample Taken Date | 09/17/2020 | Sample Unique Key | 7 |
---|---|---|---|
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 | 09/17/2020 |
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 | 707-330-9227 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Kwik Bond Polymers and Reichhold | 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) | 1278017 |
---|---|---|---|
Batch number | 1278017 | Mix number | 1278017 |
Test Details
DIME Sample ID: 2020-09-17-7
DIME Test ID: 2020-09-17-7-6
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-10-19
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 10/19/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.246 in
Sample 1 Area: 0.1196 in^2
Sample 1 Ultimate Strength Actual: 399 lbs
Sample 1 percent elongation: 63.97 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.245 in
Sample 2 Area: 0.1188 in^2
Sample 2 Ultimate Strength Actual: 398 lbs
Sample 2 percent elongation: 64.45 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.254 in
Sample 3 Area: 0.1232 in^2
Sample 3 Ultimate Strength Actual: 415.8 lbs
Sample 3 percent elongation: 64.64 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.252 in
Sample 4 Area: 0.1222 in^2
Sample 4 Ultimate Strength Actual: 409.7 lbs
Sample 4 percent elongation: 65.2 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.485 in
Sample 5 Thickness: 0.251 in
Sample 5 Area: 0.1217 in^2
Sample 5 Ultimate Strength Actual: 409.7 lbs
Sample 5 percent elongation: 65.49 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.248 in
Sample 6 Area: 0.1203 in^2
Sample 6 Ultimate Strength Actual: 366.7 lbs
Sample 6 percent elongation: 57.68 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3336.1 psi
Sample 2 Ultimate strength : 3350.2 psi
Sample 3 Ultimate strength: 3375 psi
Sample 4 Ultimate strength: 3352.7 psi
Sample 5 Ultimate strength: 3366.5 psi
Sample 6 Ultimate strength : 3048.2 psi
Ultimate Strength Average: 3305 psi
Percent Elongation Average: 64 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/19/2020 ✔