Summary for Test 2021-07-26-2-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215679
DEA: 010J8604
EFIS: 0119000116
DIST-CO-RTE-PM01-DN-101,199-VAR
Award Date05/27/2021
Closeout DateNot set
Work DescriptionFURNISH AND PLACE POLYESTER CONCRETE OVERLAY ON THE BRIDGE DECKS.
Location DescriptionDEL NORTE COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/28/2021)

Sample Information

Sample Taken Date07/26/2021 Sample Unique Key2
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 testing07/26/2021
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 sampler707-330-9227
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)1349988
Batch number1349988 Mix number1349988

Test Details

DIME Sample ID: 2021-07-26-2
DIME Test ID: 2021-07-26-2-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-07-30

Test Results


Number of specimens tested: 5
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 07/27/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.25 in
Sample 1 Area: 0.1218 in^2
Sample 1 Ultimate Strength Actual: 423.8 lbs
Sample 1 percent elongation: 70.32 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.255 in
Sample 2 Area: 0.1242 in^2
Sample 2 Ultimate Strength Actual: 399.1 lbs
Sample 2 percent elongation: 64.52 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.256 in
Sample 3 Area: 0.1242 in^2
Sample 3 Ultimate Strength Actual: 427.9 lbs
Sample 3 percent elongation: 69.41 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.255 in
Sample 4 Area: 0.1239 in^2
Sample 4 Ultimate Strength Actual: 437.5 lbs
Sample 4 percent elongation: 71.24 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.549 in
Sample 5 Thickness: 0.253 in
Sample 5 Area: 0.1389 in^2
Sample 5 Ultimate Strength Actual: 419.4 lbs
Sample 5 percent elongation: 70.52 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3479.5 psi
Sample 2 Ultimate strength : 3213.4 psi
Sample 3 Ultimate strength: 3445.2 psi
Sample 4 Ultimate strength: 3531.1 psi
Sample 5 Ultimate strength: 3019.4 psi
Ultimate Strength Average:3338 psi
Percent Elongation Average:69 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 7/30/2021