Summary for Test 2024-04-12-61-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 995487
DEA: 043W7604
EFIS: 0422000033
DIST-CO-RTE-PM04-SOL-37-R7.3/R8.0
Award Date03/11/2024
Closeout Date11/27/2024
Work DescriptionPOLYESTER CONCRETE OVERLAY.
Location DescriptionSOLANO COUNTY IN AND NEAR VALLEJO FROM 0.2 MILE EAST OF WALNUT STREET OVERCROSSING TO 0.5 MILE WEST OF SACRAMENTO STREET OVERCROSSING
QA Service Level1 (Verified on 11/27/2023)

Sample Information

Sample Taken Date04/12/2024 Sample Unique Key61
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 testing04/15/2024
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 identification000054KBP Linked DIME Sample ID000054KBP
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)AZ4D00493
Batch numberAZ4D00493 Mix numberAZ4D00493

Test Details

DIME Sample ID: 2024-04-12-61
DIME Test ID: 2024-04-12-61-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-05-13

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 04/18/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.483 in
Sample 1 Thickness: 0.265 in
Sample 1 Area: 0.128 in^2
Sample 1 Ultimate Strength Actual: 410.112 lbs
Sample 1 percent elongation: 67.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.256 in
Sample 2 Area: 0.1236 in^2
Sample 2 Ultimate Strength Actual: 366.35 lbs
Sample 2 percent elongation: 60.2 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.482 in
Sample 3 Thickness: 0.266 in
Sample 3 Area: 0.1282 in^2
Sample 3 Ultimate Strength Actual: 364.98 lbs
Sample 3 percent elongation: 54.4 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.483 in
Sample 4 Thickness: 0.268 in
Sample 4 Area: 0.1294 in^2
Sample 4 Ultimate Strength Actual: 417.315 lbs
Sample 4 percent elongation: 69.6 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.482 in
Sample 5 Thickness: 0.252 in
Sample 5 Area: 0.1215 in^2
Sample 5 Ultimate Strength Actual: 356.724 lbs
Sample 5 percent elongation: 61.5 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.483 in
Sample 6 Thickness: 0.262 in
Sample 6 Area: 0.1265 in^2
Sample 6 Ultimate Strength Actual: 418.462 lbs
Sample 6 percent elongation: 71 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3204 psi
Sample 2 Ultimate strength : 2964 psi
Sample 3 Ultimate strength: 2847 psi
Sample 4 Ultimate strength: 3225 psi
Sample 5 Ultimate strength: 2936 psi
Sample 6 Ultimate strength : 3308 psi
Ultimate Strength Average: 3081 psi
Percent Elongation Average: 64 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendors Results

Test was verified on 5/13/2024