Summary for Test 2023-09-18-57-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994549
DEA: 032G5204
EFIS: 0321000235
DIST-CO-RTE-PM03-NEV,PLA,SIE-20,49,80-VAR
Award Date05/22/2023
Closeout Date05/03/2024
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY AND REPLACE JOINT SEALS.
Location DescriptionNEVADA, PLACER AND SIERRA COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 05/15/2023)

Sample Information

Sample Taken Date09/18/2023 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 testing09/19/2023
Sample typeQuality Control A brief description of the sample1 gallon can / 9800 RESIN
The quantity of what the sample constitutes2 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 identification000011KBP Linked DIME Sample ID000011KBP
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)1490385
Batch number1490385 Mix number1490385

Test Details

DIME Sample ID: 2023-09-18-57
DIME Test ID: 2023-09-18-57-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-10-09

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 09/20/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.489 in
Sample 1 Thickness: 0.261 in
Sample 1 Area: 0.1276 in^2
Sample 1 Ultimate Strength Actual: 1040 lbs
Sample 1 percent elongation: 18.5 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.4879 in
Sample 2 Thickness: 0.257 in
Sample 2 Area: 0.1254 in^2
Sample 2 Ultimate Strength Actual: 1014 lbs
Sample 2 percent elongation: 18.3 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.4879 in
Sample 3 Thickness: 0.253 in
Sample 3 Area: 0.1234 in^2
Sample 3 Ultimate Strength Actual: 1005 lbs
Sample 3 percent elongation: 19.8 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.256 in
Sample 4 Area: 0.1249 in^2
Sample 4 Ultimate Strength Actual: 1018 lbs
Sample 4 percent elongation: 17.1 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.26 in
Sample 5 Area: 0.1269 in^2
Sample 5 Ultimate Strength Actual: 1029 lbs
Sample 5 percent elongation: 19.4 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.488 in
Sample 6 Thickness: 0.252 in
Sample 6 Area: 0.123 in^2
Sample 6 Ultimate Strength Actual: 1004 lbs
Sample 6 percent elongation: 22.3 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 8150.5 psi
Sample 2 Ultimate strength : 8086.1 psi
Sample 3 Ultimate strength: 8144.2 psi
Sample 4 Ultimate strength: 8150.5 psi
Sample 5 Ultimate strength: 8108.7 psi
Sample 6 Ultimate strength : 8162.6 psi
Ultimate Strength Average: 8134 psi
Percent Elongation Average: 19 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 10/9/2023