Summary for Test 2024-06-19-95-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994536
DEA: 010L1504
EFIS: 0121000076
DIST-CO-RTE-PM01-HUM-36,96,101,299-VAR
Award Date04/21/2023
Closeout Date03/20/2025
Work DescriptionProject Name: 377 North Bridge 22/23 FY (Description of Work: POLYESTER CONCRETE OVERLAY, HMA, CONCRETE BRIDGE DECK SURFACE)
Location DescriptionHUMBOLDT COUNTY AT VARIOUS LOCATIONS (Bridge Numbers: 04-0197, 04-0094, 04-0234, 04-0236, 04-0036L, 04-0135)
QA Service Level1 (Verified on 04/11/2023)

Sample Information

Sample Taken Date06/19/2024 Sample Unique Key95
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 testing06/20/2024
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 sampler7076245467
Laboratory sample identification000081KBP Linked DIME Sample ID000081KBP
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)AZ4F00884
Batch numberAZ4F00884 Mix numberAZ4F00884

Test Details

DIME Sample ID: 2024-06-19-95
DIME Test ID: 2024-06-19-95-3
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: 06/21/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.249 in
Sample 1 Area: 0.121 in^2
Sample 1 Ultimate Strength Actual: 356.345 lbs
Sample 1 percent elongation: 69.2 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.25 in
Sample 2 Area: 0.1215 in^2
Sample 2 Ultimate Strength Actual: 373.126 lbs
Sample 2 percent elongation: 72.7 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.243 in
Sample 3 Area: 0.1181 in^2
Sample 3 Ultimate Strength Actual: 369.653 lbs
Sample 3 percent elongation: 74.1 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.255 in
Sample 4 Area: 0.1239 in^2
Sample 4 Ultimate Strength Actual: 360.301 lbs
Sample 4 percent elongation: 68.4 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.253 in
Sample 5 Area: 0.123 in^2
Sample 5 Ultimate Strength Actual: 369.615 lbs
Sample 5 percent elongation: 71.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.257 in
Sample 6 Area: 0.1246 in^2
Sample 6 Ultimate Strength Actual: 373.052 lbs
Sample 6 percent elongation: 72 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2945 psi
Sample 2 Ultimate strength : 3071 psi
Sample 3 Ultimate strength: 3130 psi
Sample 4 Ultimate strength: 2908 psi
Sample 5 Ultimate strength: 3005 psi
Sample 6 Ultimate strength : 2994 psi
Ultimate Strength Average: 3009 psi
Percent Elongation Average: 71 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results

Test was verified on 7/23/2024