Summary for Test 2019-07-19-22-4
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 211538 DEA: 043G59U4 EFIS: 0415000066 |
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DIST-CO-RTE-PM | 04-ALA-205-0.0/1.004-Ala-580-0.0/8.0,26.1/30.310-SJ-580-13.5/15.4 |
Award Date | 10/24/2016 |
Closeout Date | 12/17/2019 |
Work Description | HMA PAVING, REPLACE APPROACH AND PCC SLABS, PRECAST CONCRETE PAVEMENT. |
Location Description | ALAMEDA AND SAN JOAQUIN COUNTIES ON ROUTE 580 FROM PATTERSON PASS ROAD OVERCROSSING TO GREENVILLE ROAD OVERHEAD AND FROM EDEN CANYON ROAD UNDERCROSSING TO STROBRIDGE AVENUE UNDERCROSSING ON ROUTE 205 FROM SAN JOAQUIN COUNTY LINE TO MIDWAY ROAD UNDERCROSSI |
QA Service Level | 1 (Verified on 09/02/2016) |
Sample Information
Sample Taken Date | 07/19/2019 | Sample Unique Key | 22 |
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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 | 08/20/2019 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 33 totes | 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 Polymers and Reichhold | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Polyester | Mfg. Lot Number(s) | 1195730 |
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Batch number | 1195730 | Mix number | 1195730 |
Test Details
DIME Sample ID: 2019-07-19-22
DIME Test ID: 2019-07-19-22-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-10-15
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 08/26/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.25 in
Sample 1 Area: 0.1215 in^2
Sample 1 Ultimate Strength Actual: 428.6 lbs
Sample 1 percent elongation: 65.4 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.245 in
Sample 2 Area: 0.1191 in^2
Sample 2 Ultimate Strength Actual: 414.6 lbs
Sample 2 percent elongation: 65.7 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.252 in
Sample 3 Area: 0.1222 in^2
Sample 3 Ultimate Strength Actual: 416.6 lbs
Sample 3 percent elongation: 65.9 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.25 in
Sample 4 Area: 0.1215 in^2
Sample 4 Ultimate Strength Actual: 439.2 lbs
Sample 4 percent elongation: 67.8 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.251 in
Sample 5 Area: 0.122 in^2
Sample 5 Ultimate Strength Actual: 397.7 lbs
Sample 5 percent elongation: 64.5 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.242 in
Sample 6 Area: 0.1174 in^2
Sample 6 Ultimate Strength Actual: 421.5 lbs
Sample 6 percent elongation: 69.6 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3527.6 psi
Sample 2 Ultimate strength : 3481.1 psi
Sample 3 Ultimate strength: 3409.2 psi
Sample 4 Ultimate strength: 3614.8 psi
Sample 5 Ultimate strength: 3259.8 psi
Sample 6 Ultimate strength : 3590.3 psi
Ultimate Strength Average: 3480 psi
Percent Elongation Average: 66 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/15/2019 ✔