Summary for Test 2019-09-19-5-4
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 213945 DEA: 060U1604 EFIS: 0615000310 |
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DIST-CO-RTE-PM | 06-FRE-41-R22.0/R22.6 |
Award Date | 04/05/2019 |
Closeout Date | 10/15/2020 |
Work Description | FURNISH & PLACE POLYESTER CONCRETE OVERLAY & PLACE JOINT SEAL. |
Location Description | FRESNO COUNTY IN FRESNO FROM 0.2 MILE NORTH OF ROUTE 41/99 SEPARATION TO 0.1 MILE SOUTH OF VAN NESS AVENUE UNDERCROSSING |
QA Service Level | 1 (Verified on 04/11/2019) |
Sample Information
Sample Taken Date | 09/19/2019 | Sample Unique Key | 5 |
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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 | 09/19/2019 |
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 | 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) | 1206047 |
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Batch number | 1206047 | Mix number | 1206047 |
Test Details
DIME Sample ID: 2019-09-19-5
DIME Test ID: 2019-09-19-5-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-09-27
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 09/27/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.245 in
Sample 1 Area: 0.1191 in^2
Sample 1 Ultimate Strength Actual: 435 lbs
Sample 1 percent elongation: 67 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.24 in
Sample 2 Area: 0.1166 in^2
Sample 2 Ultimate Strength Actual: 408 lbs
Sample 2 percent elongation: 63 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.237 in
Sample 3 Area: 0.1154 in^2
Sample 3 Ultimate Strength Actual: 405 lbs
Sample 3 percent elongation: 64 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.251 in
Sample 4 Area: 0.122 in^2
Sample 4 Ultimate Strength Actual: 407 lbs
Sample 4 percent elongation: 56 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.485 in
Sample 5 Thickness: 0.24 in
Sample 5 Area: 0.1164 in^2
Sample 5 Ultimate Strength Actual: 418 lbs
Sample 5 percent elongation: 66 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.24 in
Sample 6 Area: 0.1166 in^2
Sample 6 Ultimate Strength Actual: 418 lbs
Sample 6 percent elongation: 65 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3652.4 psi
Sample 2 Ultimate strength : 3499.1 psi
Sample 3 Ultimate strength: 3509.5 psi
Sample 4 Ultimate strength: 3336.1 psi
Sample 5 Ultimate strength: 3591.1 psi
Sample 6 Ultimate strength : 3584.9 psi
Ultimate Strength Average: 3529 psi
Percent Elongation Average: 64 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/27/2019 ✔