Summary for Test 2021-05-11-1-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215427
DEA: 101J5204
EFIS: 1019000086
DIST-CO-RTE-PM10-STA-5,99-Var
Award DateNot set
Closeout DateNot set
Work DescriptionCONCRETE BRIDGE DECK OVERLAY AND HMA PAVING.
Location DescriptionSTANISLAUS COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 02/01/2021)

Sample Information

Sample Taken Date05/11/2021 Sample Unique Key1
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 testing05/11/2021
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes9 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)1333620
Batch number1333620 Mix number1333620

Test Details

DIME Sample ID: 2021-05-11-1
DIME Test ID: 2021-05-11-1-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-05-28

Test Results


Number of specimens tested: 5
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 05/13/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.244 in
Sample 1 Area: 0.1186 in^2
Sample 1 Ultimate Strength Actual: 430 lbs
Sample 1 percent elongation: 52 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.237 in
Sample 2 Area: 0.1154 in^2
Sample 2 Ultimate Strength Actual: 424 lbs
Sample 2 percent elongation: 67 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.24 in
Sample 3 Area: 0.1169 in^2
Sample 3 Ultimate Strength Actual: 397 lbs
Sample 3 percent elongation: 63 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.243 in
Sample 4 Area: 0.1183 in^2
Sample 4 Ultimate Strength Actual: 423 lbs
Sample 4 percent elongation: 66 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.249 in
Sample 5 Area: 0.1213 in^2
Sample 5 Ultimate Strength Actual: 405 lbs
Sample 5 percent elongation: 60 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3625.6 psi
Sample 2 Ultimate strength : 3674.2 psi
Sample 3 Ultimate strength: 3396.1 psi
Sample 4 Ultimate strength: 3575.7 psi
Sample 5 Ultimate strength: 3338.8 psi
Ultimate Strength Average:3522 psi
Percent Elongation Average:62 %
General comments (publicly viewable) (Max 1000 characters): Accepted based on supplier results

Test was verified on 5/28/2021