Summary for Test 2024-05-08-58-3

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 Date05/08/2024 Sample Unique Key58
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 testing05/09/2024
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes10 Tankers 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 identification000064KBP Linked DIME Sample ID000064KBP
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 Bid ItemNot set

Material Information

Material TypePolyester Mfg. Lot Number(s)AZ4D00616
Batch numberAZ4D00616 Mix numberAZ4D00616

Test Details

DIME Sample ID: 2024-05-08-58
DIME Test ID: 2024-05-08-58-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-06-18

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 05/15/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.259 in
Sample 1 Area: 0.1259 in^2
Sample 1 Ultimate Strength Actual: 386.639 lbs
Sample 1 percent elongation: 59.5 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.257 in
Sample 2 Area: 0.1249 in^2
Sample 2 Ultimate Strength Actual: 435.401 lbs
Sample 2 percent elongation: 72.9 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.263 in
Sample 3 Area: 0.1278 in^2
Sample 3 Ultimate Strength Actual: 395.285 lbs
Sample 3 percent elongation: 53.3 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.256 in
Sample 4 Area: 0.1244 in^2
Sample 4 Ultimate Strength Actual: 401.066 lbs
Sample 4 percent elongation: 66.5 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.265 in
Sample 5 Area: 0.1288 in^2
Sample 5 Ultimate Strength Actual: 411.644 lbs
Sample 5 percent elongation: 66.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.271 in
Sample 6 Area: 0.1317 in^2
Sample 6 Ultimate Strength Actual: 428.552 lbs
Sample 6 percent elongation: 68.7 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3071 psi
Sample 2 Ultimate strength : 3486 psi
Sample 3 Ultimate strength: 3093 psi
Sample 4 Ultimate strength: 3224 psi
Sample 5 Ultimate strength: 3196 psi
Sample 6 Ultimate strength : 3254 psi
Ultimate Strength Average: 3221 psi
Percent Elongation Average: 65 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 6/18/2024