Summary for Test 2021-11-17-5-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215702
DEA: 010J8804
EFIS: 0119000118
DIST-CO-RTE-PM01-LAK-20,29,53-VAR
Award Date05/27/2021
Closeout Date07/21/2022
Work DescriptionFURNISH & PLACE POLYESTER OVERLAY AND HOT MIX ASPHALT (TYPE A).
Location DescriptionLAKE COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/28/2021)

Sample Information

Sample Taken Date11/17/2021 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 testing11/17/2021
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 Telephone number of sampler17073309227
Laboratory sample identification Linked DIME Sample ID
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)1372368
Batch number1372368 Mix number1372368

Test Details

DIME Sample ID: 2021-11-17-5
DIME Test ID: 2021-11-17-5-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-12-10

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Vendor Results
Date of test: 12/10/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.249 in
Sample 1 Area: 0.1208 in^2
Sample 1 Ultimate Strength Actual: 385.569 lbs
Sample 1 percent elongation: 53.98 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.25 in
Sample 2 Area: 0.121 in^2
Sample 2 Ultimate Strength Actual: 408.581 lbs
Sample 2 percent elongation: 59.28 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.25 in
Sample 3 Area: 0.1213 in^2
Sample 3 Ultimate Strength Actual: 416.471 lbs
Sample 3 percent elongation: 60.29 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.249 in
Sample 4 Area: 0.1208 in^2
Sample 4 Ultimate Strength Actual: 412.278 lbs
Sample 4 percent elongation: 60.19 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.485 in
Sample 5 Thickness: 0.245 in
Sample 5 Area: 0.1188 in^2
Sample 5 Ultimate Strength Actual: 405.239 lbs
Sample 5 percent elongation: 57.24 %
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: 407.308 lbs
Sample 6 percent elongation: 62.15 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3191.8 psi
Sample 2 Ultimate strength : 3376.7 psi
Sample 3 Ultimate strength: 3433.4 psi
Sample 4 Ultimate strength: 3412.9 psi
Sample 5 Ultimate strength: 3411.1 psi
Sample 6 Ultimate strength : 3469.4 psi
Ultimate Strength Average: 3383 psi
Percent Elongation Average: 59 %
General comments (publicly viewable) (Max 1000 characters): Accepted Based on Supplier Results.

Test was verified on 12/10/2021