Summary for Test 2023-08-14-54-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994612
DEA: 112N1414
EFIS: 1121000253
DIST-CO-RTE-PM11-SD-15,78-Various
Award Date05/26/2023
Closeout Date09/26/2024
Work DescriptionPLACE METHACRYLATE, POLYESTER CONCRETE, JOINT SEALS AND REPAIR SPALLS.
Location DescriptionSAN DIEGO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 08/22/2023)

Sample Information

Sample Taken Date08/14/2023 Sample Unique Key54
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 testing08/15/2023
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes6 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 identification943822 Linked DIME Sample ID943822
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)1485291
Batch number1485291 Mix number1485291

Test Details

DIME Sample ID: 2023-08-14-54
DIME Test ID: 2023-08-14-54-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-10-02

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 08/21/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.242 in
Sample 1 Area: 0.1179 in^2
Sample 1 Ultimate Strength Actual: 383 lbs
Sample 1 percent elongation: 65.4 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.252 in
Sample 2 Area: 0.123 in^2
Sample 2 Ultimate Strength Actual: 386 lbs
Sample 2 percent elongation: 60.7 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.257 in
Sample 3 Area: 0.1254 in^2
Sample 3 Ultimate Strength Actual: 467 lbs
Sample 3 percent elongation: 77.6 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.254 in
Sample 4 Area: 0.1237 in^2
Sample 4 Ultimate Strength Actual: 415 lbs
Sample 4 percent elongation: 70 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.251 in
Sample 5 Area: 0.1225 in^2
Sample 5 Ultimate Strength Actual: 389 lbs
Sample 5 percent elongation: 63 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.488 in
Sample 6 Thickness: 0.244 in
Sample 6 Area: 0.1191 in^2
Sample 6 Ultimate Strength Actual: 396 lbs
Sample 6 percent elongation: 66.9 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3248.5 psi
Sample 2 Ultimate strength : 3138.2 psi
Sample 3 Ultimate strength: 3724.1 psi
Sample 4 Ultimate strength: 3354.9 psi
Sample 5 Ultimate strength: 3175.5 psi
Sample 6 Ultimate strength : 3324.9 psi
Ultimate Strength Average: 3328 psi
Percent Elongation Average: 67 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 10/2/2023