Summary for Test 2021-04-27-18-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215429
DEA: 120S2304
EFIS: 1219000108
DIST-CO-RTE-PM12-ORA-73-10.3/19.5
Award Date02/25/2021
Closeout Date01/18/2022
Work DescriptionMETHACRYLATE DECK SEAL TREATMENT AND POLYESTER CONCRETE OVERLAY
Location DescriptionORANGE COUNTY AT VARIOUS LOCATIONS FROM S73-S5 CONNECTOR VIADUCT IN LAGUNA NIGUEL TO SAND CANYON AVENUE UNDERCROSSING IN IRVINE
QA Service Level1 (Verified on 02/22/2021)

Sample Information

Sample Taken Date04/27/2021 Sample Unique Key18
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 testing04/27/2021
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes2 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 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)1330213
Batch number1330213 Mix number1330213

Test Details

DIME Sample ID: 2021-04-27-18
DIME Test ID: 2021-04-27-18-4
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: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 05/28/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.491 in
Sample 1 Thickness: 0.249 in
Sample 1 Area: 0.1223 in^2
Sample 1 Ultimate Strength Actual: 397.5 lbs
Sample 1 percent elongation: 63.1 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.492 in
Sample 2 Thickness: 0.248 in
Sample 2 Area: 0.122 in^2
Sample 2 Ultimate Strength Actual: 391 lbs
Sample 2 percent elongation: 57 %
Sample 2 Time: 4 MM:SS
Sample 3 Width: 0.491 in
Sample 3 Thickness: 0.257 in
Sample 3 Area: 0.1262 in^2
Sample 3 Ultimate Strength Actual: 373.5 lbs
Sample 3 percent elongation: 51.5 %
Sample 3 Time: 3 MM:SS
Sample 4 Width: 0.491 in
Sample 4 Thickness: 0.247 in
Sample 4 Area: 0.1213 in^2
Sample 4 Ultimate Strength Actual: 370 lbs
Sample 4 percent elongation: 45.7 %
Sample 4 Time: 3 MM:SS
Sample 5 Width: 0.491 in
Sample 5 Thickness: 0.245 in
Sample 5 Area: 0.1203 in^2
Sample 5 Ultimate Strength Actual: 376.5 lbs
Sample 5 percent elongation: 57.6 %
Sample 5 Time: 4 MM:SS
Sample 6 Width: 0.492 in
Sample 6 Thickness: 0.246 in
Sample 6 Area: 0.121 in^2
Sample 6 Ultimate Strength Actual: 382.6 lbs
Sample 6 percent elongation: 43.7 %
Sample 6 Time: 3 MM:SS
Sample 1 Ultimate strength: 3250.2 psi
Sample 2 Ultimate strength : 3204.9 psi
Sample 3 Ultimate strength: 2959.6 psi
Sample 4 Ultimate strength: 3050.3 psi
Sample 5 Ultimate strength: 3129.7 psi
Sample 6 Ultimate strength : 3162 psi
Ultimate Strength Average: 3126 psi
Percent Elongation Average: 53 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/28/2021