Test 2021-10-11-5-3 (ASTM D638-Dec14) Summary

Project Information
Project IdentifiersProject ID: 215516
DEA: 042Q0604
EFIS: 0418000414
DIST-CO-RTE-PM04-SCL-17,101,237,280,880-var
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY, PLACE HMA, AND REPLACE ACCESS DOORS.
Location DescriptionSANTA CLARA COUNTY AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date10/11/2021 Sample Unique Key5
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 testing10/11/2021
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes2 tankers From where was the sample collectedSource
First name of sampler or witnessed byDaniel Last name of sampler or witnessed byTikusis
Title of samplerTechnical Director Laboratory sample identification
The fabricator/manufacturer/facility nameKwik Bond Polymers and Polynt Transportation Laboratory (TL) NumberSacramento Caltrans lab
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypePolyester Mfg. Lot Number(s)1361245
Batch number1361245 Mix number1361245
Test Details
DIME Sample ID: 2021-10-11-5
DIME Test ID: 2021-10-11-5-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-10-29
Test Results

Number of specimens tested: 6
Input Type: Measured
Tester's full name: Vendor Results
Date of test: 10/29/2021
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: 306.46 lbs
Sample 1 percent elongation: 54.99 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.242 in
Sample 2 Area: 0.1176 in^2
Sample 2 Ultimate Strength Actual: 316.8 lbs
Sample 2 percent elongation: 54.07 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.241 in
Sample 3 Area: 0.1171 in^2
Sample 3 Ultimate Strength Actual: 335.53 lbs
Sample 3 percent elongation: 62.14 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.24 in
Sample 4 Area: 0.1169 in^2
Sample 4 Ultimate Strength Actual: 329.24 lbs
Sample 4 percent elongation: 61.23 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.249 in
Sample 5 Area: 0.1205 in^2
Sample 5 Ultimate Strength Actual: 347.08 lbs
Sample 5 percent elongation: 62.09 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.246 in
Sample 6 Area: 0.1196 in^2
Sample 6 Ultimate Strength Actual: 334.47 lbs
Sample 6 percent elongation: 45.05 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2573.1 psi
Sample 2 Ultimate strength : 2693.9 psi
Sample 3 Ultimate strength: 2865.3 psi
Sample 4 Ultimate strength: 2816.4 psi
Sample 5 Ultimate strength: 2880.3 psi
Sample 6 Ultimate strength : 2796.6 psi
Ultimate Strength Average:2771 psi
Percent Elongation Average:57 %
General comments (publicly viewable) (Max 1000 characters): Accepted Based On Supplier Results

Test was verified on 10/29/2021