Summary for Test 2019-06-17-4-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 213914
DEA: 060U9704
EFIS: 0617000287
DIST-CO-RTE-PM06-KER,TUL-5,99,137,166,198,204-Various
Award Date03/25/2019
Closeout Date12/04/2019
Work DescriptionTREATING BRIDGE DECKS WITH METHACRYLATE AND REPLACING JOINT SEAL.
Location DescriptionKERN AND TULARE COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/12/2019)

Sample Information

Sample Taken Date06/17/2019 Sample Unique Key4
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 testing06/17/2019
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes8 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 sampler7073309227
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers and Reichhold 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)1190071
Batch number1190071 Mix number1190071

Test Details

DIME Sample ID: 2019-06-17-4
DIME Test ID: 2019-06-17-4-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-07-01

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 07/01/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.256 in
Sample 1 Area: 0.1242 in^2
Sample 1 Ultimate Strength Actual: 450 lbs
Sample 1 percent elongation: 72.5 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.241 in
Sample 2 Area: 0.1169 in^2
Sample 2 Ultimate Strength Actual: 409 lbs
Sample 2 percent elongation: 72.6 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.244 in
Sample 3 Area: 0.1183 in^2
Sample 3 Ultimate Strength Actual: 432 lbs
Sample 3 percent elongation: 73.8 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.25 in
Sample 4 Area: 0.121 in^2
Sample 4 Ultimate Strength Actual: 429 lbs
Sample 4 percent elongation: 72 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.485 in
Sample 5 Thickness: 0.242 in
Sample 5 Area: 0.1174 in^2
Sample 5 Ultimate Strength Actual: 397 lbs
Sample 5 percent elongation: 69 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.245 in
Sample 6 Area: 0.1188 in^2
Sample 6 Ultimate Strength Actual: 417 lbs
Sample 6 percent elongation: 70.1 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3623.2 psi
Sample 2 Ultimate strength : 3498.7 psi
Sample 3 Ultimate strength: 3651.7 psi
Sample 4 Ultimate strength: 3545.5 psi
Sample 5 Ultimate strength: 3381.6 psi
Sample 6 Ultimate strength : 3510.1 psi
Ultimate Strength Average: 3535 psi
Percent Elongation Average: 72 %
General comments (publicly viewable) (Max 1000 characters): Accepted suppliers test results

Test was verified on 7/1/2019