Summary for Test 2021-10-06-6-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215397
DEA: 042Q0504
EFIS: 0418000413
DIST-CO-RTE-PM04-SCL-87,101,680-Var
Award Date02/18/2021
Closeout DateNot set
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY AND TREAT BRIDGE DECKS.
Location DescriptionSANTA CLARA COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 01/25/2021)

Sample Information

Sample Taken Date10/06/2021 Sample Unique Key6
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 testing10/06/2021
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes1 tanker 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)1364594
Batch number1364594 Mix number1364594

Test Details

DIME Sample ID: 2021-10-06-6
DIME Test ID: 2021-10-06-6-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-10-15

Test Results


Number of specimens tested: 5
Input Type: Measured
Tester's full name: Vendors Results
Date of test: 10/15/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.257 in
Sample 1 Area: 0.1252 in^2
Sample 1 Ultimate Strength Actual: 457.293 lbs
Sample 1 percent elongation: 57.29 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.253 in
Sample 2 Area: 0.1232 in^2
Sample 2 Ultimate Strength Actual: 439.491 lbs
Sample 2 percent elongation: 52.34 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.255 in
Sample 3 Area: 0.1242 in^2
Sample 3 Ultimate Strength Actual: 449.331 lbs
Sample 3 percent elongation: 55.32 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.254 in
Sample 4 Area: 0.1237 in^2
Sample 4 Ultimate Strength Actual: 456.564 lbs
Sample 4 percent elongation: 64.32 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.255 in
Sample 5 Area: 0.1239 in^2
Sample 5 Ultimate Strength Actual: 461.49 lbs
Sample 5 percent elongation: 64.61 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3652.5 psi
Sample 2 Ultimate strength : 3567.3 psi
Sample 3 Ultimate strength: 3617.8 psi
Sample 4 Ultimate strength: 3690.9 psi
Sample 5 Ultimate strength: 3724.7 psi
Ultimate Strength Average:3651 psi
Percent Elongation Average:59 %
General comments (publicly viewable) (Max 1000 characters): Accepted Based On Supplier Results

Test was verified on 10/15/2021