Summary for Test 2023-05-11-62-2

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994265
DEA: 043K4404
EFIS: 0417000161
DIST-CO-RTE-PM04-CC-4-R1.0/R9.0
Award Date11/30/2022
Closeout DateNot set
Work DescriptionINSTALL SAFETY LIGHTING AND APPLY HIGH FRICTION SURFACE TREATMENT.
Location DescriptionCONTRA COSTA COUNTY FROM EAST HERCULES UNDERPASS TO 0.2 MILE WEST OF PINE STREET OVERCROSSING
QA Service Level1 (Verified on 10/14/2022)

Sample Information

Sample Taken Date05/11/2023 Sample Unique Key62
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 testing05/12/2023
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes16 Totes / 1 Tanker 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 sampler17076245467
Laboratory sample identification943774 Linked DIME Sample ID943774
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)1469847
Batch number1469847 Mix number1469847

Test Details

DIME Sample ID: 2023-05-11-62
DIME Test ID: 2023-05-11-62-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-06-29

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 05/17/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.152 in
Sample 1 Thickness: 0.486 in
Sample 1 Area: 0.0739 in^2
Sample 1 Ultimate Strength Actual: 308.9 lbs
Sample 1 percent elongation: 72.4 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.154 in
Sample 2 Thickness: 0.486 in
Sample 2 Area: 0.0748 in^2
Sample 2 Ultimate Strength Actual: 277.9 lbs
Sample 2 percent elongation: 64.3 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.142 in
Sample 3 Thickness: 0.492 in
Sample 3 Area: 0.0699 in^2
Sample 3 Ultimate Strength Actual: 253.2 lbs
Sample 3 percent elongation: 59.8 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.132 in
Sample 4 Thickness: 0.492 in
Sample 4 Area: 0.0649 in^2
Sample 4 Ultimate Strength Actual: 233.1 lbs
Sample 4 percent elongation: 58.6 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.13 in
Sample 5 Thickness: 0.492 in
Sample 5 Area: 0.064 in^2
Sample 5 Ultimate Strength Actual: 264.5 lbs
Sample 5 percent elongation: 68.2 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.156 in
Sample 6 Thickness: 0.486 in
Sample 6 Area: 0.0758 in^2
Sample 6 Ultimate Strength Actual: 243.2 lbs
Sample 6 percent elongation: 50.1 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 4180 psi
Sample 2 Ultimate strength : 3715.2 psi
Sample 3 Ultimate strength: 3622.3 psi
Sample 4 Ultimate strength: 3591.7 psi
Sample 5 Ultimate strength: 4132.8 psi
Sample 6 Ultimate strength : 3208.4 psi
Ultimate Strength Average: 3742 psi
Percent Elongation Average: 62 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.

Test was verified on 6/29/2023