Summary for Test 2023-12-18-57-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994578
DEA: 070W2504
EFIS: 0721000211
DIST-CO-RTE-PM07-LA-60-R4.4/R29.8
Award Date04/13/2023
Closeout Date11/25/2024
Work DescriptionFURNISH POLYESTER CONCRETE OVERLAY.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM ATLANTIC BOULEVARD UNDERCROSSING TO TOWNE AVENUE UNDERCROSSING
QA Service Level1 (Verified on 07/12/2023)

Sample Information

Sample Taken Date12/18/2023 Sample Unique Key57
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 testing12/19/2023
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes1 tanker From where was the sample collectedSource
First name of sampler or witnessed byGILBERTO Last name of sampler or witnessed byGONZALEZ
Title of samplerQuality Control Manager Telephone number of sampler17076245467
Laboratory sample identification000059KBP Linked DIME Sample ID000059KBP
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia 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)AZ3L00322
Batch numberAZ3L00322 Mix numberAZ3L00322

Test Details

DIME Sample ID: 2023-12-18-57
DIME Test ID: 2023-12-18-57-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-05-31

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 12/20/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.256 in
Sample 1 Area: 0.1244 in^2
Sample 1 Ultimate Strength Actual: 382.53 lbs
Sample 1 percent elongation: 62.9 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.248 in
Sample 2 Area: 0.1205 in^2
Sample 2 Ultimate Strength Actual: 381.865 lbs
Sample 2 percent elongation: 64.4 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.246 in
Sample 3 Area: 0.1196 in^2
Sample 3 Ultimate Strength Actual: 370.76 lbs
Sample 3 percent elongation: 57.3 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.244 in
Sample 4 Area: 0.1186 in^2
Sample 4 Ultimate Strength Actual: 368.846 lbs
Sample 4 percent elongation: 62.1 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.244 in
Sample 5 Area: 0.1186 in^2
Sample 5 Ultimate Strength Actual: 368.016 lbs
Sample 5 percent elongation: 61.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.243 in
Sample 6 Area: 0.1181 in^2
Sample 6 Ultimate Strength Actual: 370.716 lbs
Sample 6 percent elongation: 63.1 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3075 psi
Sample 2 Ultimate strength : 3169 psi
Sample 3 Ultimate strength: 3100 psi
Sample 4 Ultimate strength: 3110 psi
Sample 5 Ultimate strength: 3103 psi
Sample 6 Ultimate strength : 3139 psi
Ultimate Strength Average: 3116 psi
Percent Elongation Average: 62 %
General comments (publicly viewable) (Max 1000 characters): accepted vendor results

Test was verified on 5/31/2024