Summary for Test 2022-03-21-11-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 993470
DEA: 032G2804
EFIS: 0321000078
DIST-CO-RTE-PM03-ED-50-0.8/R1.9L
Award Date02/03/2022
Closeout Date07/25/2022
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY.
Location DescriptionEL DORADO COUNTY AT AND NEAR EL DORADO HILLS AT VARIOUS LOCATIONS FROM LATROBE ROAD UNDERCROSSING TO CARSON CREEK WESTBOUND ROUTE 50 OFF-RAMP
QA Service Level1 (Verified on 12/28/2021)

Sample Information

Sample Taken Date03/21/2022 Sample Unique Key11
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 testing03/21/2022
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes10 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 sampler17073309227
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)1396065
Batch number1396065 Mix number1396065

Test Details

DIME Sample ID: 2022-03-21-11
DIME Test ID: 2022-03-21-11-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-05-17

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 03/24/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.26 in
Sample 1 Thickness: 0.49 in
Sample 1 Area: 0.1274 in^2
Sample 1 Ultimate Strength Actual: 360 lbs
Sample 1 percent elongation: 58.9 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.25 in
Sample 2 Thickness: 0.49 in
Sample 2 Area: 0.1225 in^2
Sample 2 Ultimate Strength Actual: 357 lbs
Sample 2 percent elongation: 61.5 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.24 in
Sample 3 Thickness: 0.49 in
Sample 3 Area: 0.1176 in^2
Sample 3 Ultimate Strength Actual: 342 lbs
Sample 3 percent elongation: 61.1 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.24 in
Sample 4 Thickness: 0.49 in
Sample 4 Area: 0.1176 in^2
Sample 4 Ultimate Strength Actual: 355 lbs
Sample 4 percent elongation: 64.6 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.25 in
Sample 5 Thickness: 0.49 in
Sample 5 Area: 0.1225 in^2
Sample 5 Ultimate Strength Actual: 344 lbs
Sample 5 percent elongation: 58.1 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.24 in
Sample 6 Thickness: 0.49 in
Sample 6 Area: 0.1176 in^2
Sample 6 Ultimate Strength Actual: 352 lbs
Sample 6 percent elongation: 62.3 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2825.7 psi
Sample 2 Ultimate strength : 2914.3 psi
Sample 3 Ultimate strength: 2908.2 psi
Sample 4 Ultimate strength: 3018.7 psi
Sample 5 Ultimate strength: 2808.2 psi
Sample 6 Ultimate strength : 2993.2 psi
Ultimate Strength Average: 2911 psi
Percent Elongation Average: 61 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.

Test was verified on 5/17/2022