Summary for Test 2021-11-23-8-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215533
DEA: 060Y7004
EFIS: 0619000206
DIST-CO-RTE-PM06-FRE,KER,KIN-5,41,46,198-Var
Award Date04/22/2021
Closeout Date07/26/2023
Work DescriptionFURNISH AND PLACE POLYESTER CONCRETE OVERLAY ON BRIDGE DECK.
Location DescriptionFRESNO, KERN, AND KINGS COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 03/10/2021)

Sample Information

Sample Taken Date11/23/2021 Sample Unique Key8
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 testing11/23/2021
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)1373751
Batch number1373751 Mix number1373751

Test Details

DIME Sample ID: 2021-11-23-8
DIME Test ID: 2021-11-23-8-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-12-10

Test Results


Number of specimens tested: 5
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 12/01/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.261 in
Sample 1 Area: 0.1274 in^2
Sample 1 Ultimate Strength Actual: 461 lbs
Sample 1 percent elongation: 68.41 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.489 in
Sample 2 Thickness: 0.256 in
Sample 2 Area: 0.1252 in^2
Sample 2 Ultimate Strength Actual: 475 lbs
Sample 2 percent elongation: 72.21 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.249 in
Sample 3 Area: 0.1215 in^2
Sample 3 Ultimate Strength Actual: 437 lbs
Sample 3 percent elongation: 68.08 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.25 in
Sample 4 Area: 0.122 in^2
Sample 4 Ultimate Strength Actual: 411 lbs
Sample 4 percent elongation: 57.56 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.255 in
Sample 5 Area: 0.1242 in^2
Sample 5 Ultimate Strength Actual: 464 lbs
Sample 5 percent elongation: 70.89 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3618.5 psi
Sample 2 Ultimate strength : 3793.9 psi
Sample 3 Ultimate strength: 3596.7 psi
Sample 4 Ultimate strength: 3368.9 psi
Sample 5 Ultimate strength: 3735.9 psi
Ultimate Strength Average: 3623 psi
Percent Elongation Average: 67 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 12/10/2021