Summary for Test 2020-09-14-14-4
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 214851 DEA: 081K2204 EFIS: 0819000002 |
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DIST-CO-RTE-PM | 08-SBD-10,15-Various |
Award Date | 05/12/2020 |
Closeout Date | 08/10/2021 |
Work Description | STRUCTURAL CONCRETE, APPROACH SLAB & POLYESTER CONCRETE OVERLAY. |
Location Description | SAN BERNARDINO COUNTY ON ROUTES 10 AND 15 AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 07/07/2020) |
Sample Information
Sample Taken Date | 09/14/2020 | Sample Unique Key | 14 |
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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 | 09/14/2020 |
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 | |
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) | 1277258 |
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Batch number | 1277258 | Mix number | 1277258 |
Test Details
DIME Sample ID: 2020-09-14-14
DIME Test ID: 2020-09-14-14-4
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: Calculated
Tester's full name: Phillip Montes
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: 0.256 in
Sample 1 Area: 0.1244 in^2
Sample 1 Ultimate Strength Actual: 392 lbs
Sample 1 percent elongation: 65.25 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.25 in
Sample 2 Area: 0.1215 in^2
Sample 2 Ultimate Strength Actual: 417 lbs
Sample 2 percent elongation: 71.73 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.25 in
Sample 3 Area: 0.1218 in^2
Sample 3 Ultimate Strength Actual: 411 lbs
Sample 3 percent elongation: 74.56 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.254 in
Sample 4 Area: 0.1234 in^2
Sample 4 Ultimate Strength Actual: 445 lbs
Sample 4 percent elongation: 74.56 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.259 in
Sample 5 Area: 0.1259 in^2
Sample 5 Ultimate Strength Actual: 401 lbs
Sample 5 percent elongation: 67.72 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0 in
Sample 6 Thickness: 0 in
Sample 6 Area: 0 in^2
Sample 6 Ultimate Strength Actual: 0 lbs
Sample 6 percent elongation: 0 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3149 psi
Sample 2 Ultimate strength : 3433 psi
Sample 3 Ultimate strength: 3374 psi
Sample 4 Ultimate strength: 3603 psi
Sample 5 Ultimate strength: 3186 psi
Sample 6 Ultimate strength : 0 psi
Ultimate Strength Average: 0 psi
Percent Elongation Average: 0 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/19/2020 ✔