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
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
Bid ItemNot set

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 ✔