Summary for Test 2019-03-01-7-5
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 212872 DEA: 07302204 EFIS: 0713000481 |
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DIST-CO-RTE-PM | 07-VEN-126-0.0/R13.6 |
Award Date | 01/24/2018 |
Closeout Date | 05/26/2022 |
Work Description | PLACE HOT MIX ASPHALT AND INDIVIDUAL SLAB REPLACEMENT. |
Location Description | VENTURA COUNTY IN VENTURA AND SANTA PAULA FROM ROUTE 126/101 SEPARATION TO HAUN CREEK BRIDGE |
QA Service Level | 1 (Verified on 04/27/2020) |
Sample Information
Sample Taken Date | 03/01/2019 | Sample Unique Key | 7 |
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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 | 03/01/2019 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 80 drums | From where was the sample collected | Source |
First name of sampler or witnessed by | Chris | Last name of sampler or witnessed by | Nunes |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Kwik bond and Reichhold | Transportation Laboratory (TL) Number | Sacramento Caltrans lab |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
Structure name | Not set |
Material Information
Material Type | Polyester | Mfg. Lot Number(s) | 1170341 |
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Batch number | 1170341 | Mix number | 1170341 |
Test Details
DIME Sample ID: 2019-03-01-7
DIME Test ID: 2019-03-01-7-5
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-03-25
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 03/25/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.492 in
Sample 1 Thickness: 0.252 in
Sample 1 Area: 0.124 in^2
Sample 1 Ultimate Strength Actual: 348 lbs
Sample 1 percent elongation: 55.4 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.492 in
Sample 2 Thickness: 0.257 in
Sample 2 Area: 0.1264 in^2
Sample 2 Ultimate Strength Actual: 377.8 lbs
Sample 2 percent elongation: 61.7 %
Sample 2 Time: 4 MM:SS
Sample 3 Width: 0.492 in
Sample 3 Thickness: 0.257 in
Sample 3 Area: 0.1264 in^2
Sample 3 Ultimate Strength Actual: 353.3 lbs
Sample 3 percent elongation: 51.2 %
Sample 3 Time: 3 MM:SS
Sample 4 Width: 0.493 in
Sample 4 Thickness: 0.257 in
Sample 4 Area: 0.1267 in^2
Sample 4 Ultimate Strength Actual: 388.3 lbs
Sample 4 percent elongation: 61.8 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.492 in
Sample 5 Thickness: 0.258 in
Sample 5 Area: 0.1269 in^2
Sample 5 Ultimate Strength Actual: 400.7 lbs
Sample 5 percent elongation: 63.4 %
Sample 5 Time: 4 MM:SS
Sample 6 Width: 0.496 in
Sample 6 Thickness: 0.262 in
Sample 6 Area: 0.13 in^2
Sample 6 Ultimate Strength Actual: 373.7 lbs
Sample 6 percent elongation: 56.9 %
Sample 6 Time: 4 MM:SS
Sample 1 Ultimate strength: 2806.5 psi
Sample 2 Ultimate strength : 2988.9 psi
Sample 3 Ultimate strength: 2795.1 psi
Sample 4 Ultimate strength: 3064.7 psi
Sample 5 Ultimate strength: 3157.6 psi
Sample 6 Ultimate strength : 2874.6 psi
Ultimate Strength Average: 2948 psi
Percent Elongation Average: 58 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/25/2019 ✔