Summary for Test 2021-09-28-1-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215704
DEA: 020J9104
EFIS: 0219000174
DIST-CO-RTE-PM02-LAS,MOD,SHA-89,139,299-VAR
Award Date06/03/2021
Closeout Date08/08/2022
Work DescriptionREPAIR UNSOUND CONCRETE, POLYESTER CONCRETE OVERLAYS, JOINT SEALS.
Location DescriptionLASSEN, MODOC, AND SHASTA COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 05/03/2021)

Sample Information

Sample Taken Date09/28/2021 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 testing09/28/2021
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes36 Totes 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)1361243
Batch number1361243 Mix number1361243

Test Details

DIME Sample ID: 2021-09-28-1
DIME Test ID: 2021-09-28-1-3
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: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 10/15/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.493 in
Sample 1 Thickness: 0.254 in
Sample 1 Area: 0.1252 in^2
Sample 1 Ultimate Strength Actual: 386.4 lbs
Sample 1 percent elongation: 56.4 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.492 in
Sample 2 Thickness: 0.257 in
Sample 2 Area: 0.1264 in^2
Sample 2 Ultimate Strength Actual: 342.1 lbs
Sample 2 percent elongation: 45.4 %
Sample 2 Time: 3 MM:SS
Sample 3 Width: 0.492 in
Sample 3 Thickness: 0.249 in
Sample 3 Area: 0.1225 in^2
Sample 3 Ultimate Strength Actual: 372 lbs
Sample 3 percent elongation: 54.4 %
Sample 3 Time: 4 MM:SS
Sample 4 Width: 0.491 in
Sample 4 Thickness: 0.243 in
Sample 4 Area: 0.1193 in^2
Sample 4 Ultimate Strength Actual: 356.6 lbs
Sample 4 percent elongation: 54.7 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.491 in
Sample 5 Thickness: 0.234 in
Sample 5 Area: 0.1149 in^2
Sample 5 Ultimate Strength Actual: 332.9 lbs
Sample 5 percent elongation: 52.9 %
Sample 5 Time: 3 MM:SS
Sample 6 Width: 0.492 in
Sample 6 Thickness: 0.251 in
Sample 6 Area: 0.1235 in^2
Sample 6 Ultimate Strength Actual: 328.3 lbs
Sample 6 percent elongation: 37.1 %
Sample 6 Time: 2 MM:SS
Sample 1 Ultimate strength: 3086.3 psi
Sample 2 Ultimate strength : 2706.5 psi
Sample 3 Ultimate strength: 3036.7 psi
Sample 4 Ultimate strength: 2989.1 psi
Sample 5 Ultimate strength: 2897.3 psi
Sample 6 Ultimate strength : 2658.3 psi
Ultimate Strength Average:2896 psi
Percent Elongation Average:50 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/15/2021