Summary for Test 2022-06-13-37-2

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215739
DEA: 010G2104
EFIS: 0116000137
DIST-CO-RTE-PM01-DN-101-21.2
Award Date07/15/2021
Closeout Date06/22/2023
Work DescriptionCONSTRUCT RETAINING WALL AND GUARDRAIL AND EARTHWORK.
Location DescriptionDEL NORTE COUNTY NEAR CRESCENT CITY AT 0.2 MILE NORTH OF CUSHING CREEK VIADUCT 01-0076
QA Service Level1 (Verified on 05/17/2021)

Sample Information

Sample Taken Date06/13/2022 Sample Unique Key37
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 testing06/14/2022
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes32 Totes From where was the sample collectedSource
First name of sampler or witnessed byGilberto Last name of sampler or witnessed byGonzalez
Title of samplerQuality Control Manager Telephone number of sampler7076245467
Laboratory sample identification943116 Linked DIME Sample ID943116
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia 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)1412208
Batch number1412208 Mix number1412208

Test Details

DIME Sample ID: 2022-06-13-37
DIME Test ID: 2022-06-13-37-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-07-29

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 06/20/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.492 in
Sample 1 Thickness: 0.128 in
Sample 1 Area: 0.063 in^2
Sample 1 Ultimate Strength Actual: 226.4 lbs
Sample 1 percent elongation: 55.523 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.491 in
Sample 2 Thickness: 0.131 in
Sample 2 Area: 0.0643 in^2
Sample 2 Ultimate Strength Actual: 207.4 lbs
Sample 2 percent elongation: 45.666 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.492 in
Sample 3 Thickness: 0.119 in
Sample 3 Area: 0.0585 in^2
Sample 3 Ultimate Strength Actual: 211.9 lbs
Sample 3 percent elongation: 56.467 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.147 in
Sample 4 Area: 0.0711 in^2
Sample 4 Ultimate Strength Actual: 251.4 lbs
Sample 4 percent elongation: 55.747 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.482 in
Sample 5 Thickness: 0.137 in
Sample 5 Area: 0.066 in^2
Sample 5 Ultimate Strength Actual: 220.6 lbs
Sample 5 percent elongation: 50.628 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.482 in
Sample 6 Thickness: 0.145 in
Sample 6 Area: 0.0699 in^2
Sample 6 Ultimate Strength Actual: 256 lbs
Sample 6 percent elongation: 58.679 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3593.7 psi
Sample 2 Ultimate strength : 3225.5 psi
Sample 3 Ultimate strength: 3622.2 psi
Sample 4 Ultimate strength: 3535.9 psi
Sample 5 Ultimate strength: 3342.4 psi
Sample 6 Ultimate strength : 3662.4 psi
Ultimate Strength Average: 3497 psi
Percent Elongation Average: 54 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 7/29/2022