Summary for Test 2022-01-10-8-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215518
DEA: 074W7704
EFIS: 0719000274
DIST-CO-RTE-PM07-LA-60-R0.6/R29.4
Award Date04/14/2021
Closeout Date10/06/2022
Work DescriptionMETHATCRYLATE DECK, REPLACE JOINT SEAL, POLYESTER CONCRETE OVERLAY.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM ROUTE 60/5 SEPARATION TO GAREY AVENUE UNDERCROSSING
QA Service Level1 (Verified on 08/17/2021)

Sample Information

Sample Taken Date01/10/2022 Sample Unique Key8
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 testing01/10/2022
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 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)1379806
Batch number1379806 Mix number1379806

Test Details

DIME Sample ID: 2022-01-10-8
DIME Test ID: 2022-01-10-8-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-01-25

Test Results


Number of specimens tested: 5
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 01/13/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.251 in
Sample 1 Area: 0.1222 in^2
Sample 1 Ultimate Strength Actual: 418.5 lbs
Sample 1 percent elongation: 36.97 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.493 in
Sample 2 Thickness: 0.26 in
Sample 2 Area: 0.1282 in^2
Sample 2 Ultimate Strength Actual: 445.6 lbs
Sample 2 percent elongation: 35.77 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.49 in
Sample 3 Thickness: 0.256 in
Sample 3 Area: 0.1254 in^2
Sample 3 Ultimate Strength Actual: 417 lbs
Sample 3 percent elongation: 43.83 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.489 in
Sample 4 Thickness: 0.257 in
Sample 4 Area: 0.1257 in^2
Sample 4 Ultimate Strength Actual: 421.4 lbs
Sample 4 percent elongation: 41.53 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.255 in
Sample 5 Area: 0.1244 in^2
Sample 5 Ultimate Strength Actual: 418 lbs
Sample 5 percent elongation: 40.69 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3424.7 psi
Sample 2 Ultimate strength : 3475.8 psi
Sample 3 Ultimate strength: 3325.4 psi
Sample 4 Ultimate strength: 3352.4 psi
Sample 5 Ultimate strength: 3360.1 psi
Ultimate Strength Average: 3388 psi
Percent Elongation Average: 40 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 1/25/2022