Summary for Test 2024-06-13-80-3

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 Date06/13/2024 Sample Unique Key80
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 testing06/14/2024
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes36 Totes 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 identification000077KBP Linked DIME Sample ID000077KBP
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)AZ4F00876T
Batch numberAZ4F00876T Mix numberAZ4F00876T

Test Details

DIME Sample ID: 2024-06-13-80
DIME Test ID: 2024-06-13-80-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-07-23

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 06/19/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.261 in
Sample 1 Area: 0.1266 in^2
Sample 1 Ultimate Strength Actual: 383.092 lbs
Sample 1 percent elongation: 66.5 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.262 in
Sample 2 Area: 0.1268 in^2
Sample 2 Ultimate Strength Actual: 368.354 lbs
Sample 2 percent elongation: 59.1 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.264 in
Sample 3 Area: 0.1278 in^2
Sample 3 Ultimate Strength Actual: 382.378 lbs
Sample 3 percent elongation: 66.5 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.265 in
Sample 4 Area: 0.1283 in^2
Sample 4 Ultimate Strength Actual: 372.455 lbs
Sample 4 percent elongation: 60.4 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.265 in
Sample 5 Area: 0.1283 in^2
Sample 5 Ultimate Strength Actual: 398.5 lbs
Sample 5 percent elongation: 70.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.484 in
Sample 6 Thickness: 0.261 in
Sample 6 Area: 0.1263 in^2
Sample 6 Ultimate Strength Actual: 360.208 lbs
Sample 6 percent elongation: 70.3 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3026 psi
Sample 2 Ultimate strength : 2905 psi
Sample 3 Ultimate strength: 2992 psi
Sample 4 Ultimate strength: 2903 psi
Sample 5 Ultimate strength: 3106 psi
Sample 6 Ultimate strength : 2852 psi
Ultimate Strength Average: 2964 psi
Percent Elongation Average: 66 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results

Test was verified on 7/23/2024