Summary for Test 2023-06-21-52-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994576
DEA: 051N9404
EFIS: 0521000148
DIST-CO-RTE-PM05-SLO-101-35.6
Award Date05/01/2023
Closeout Date10/09/2024
Work DescriptionPOLYESTER CONCRETE OVERLAY AND JOINT SEAL REPAIR.
Location DescriptionSAN LUIS OBISPO COUNTY NEAR SAN LUIS OBISPO AT CUESTA OVERHEAD
QA Service Level1 (Verified on 04/17/2023)

Sample Information

Sample Taken Date06/21/2023 Sample Unique Key52
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 testing06/22/2023
Sample typeQuality Control A brief description of the sample1 gallon can
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 identification943807 Linked DIME Sample ID943807
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)1478006
Batch number1478006 Mix number1478006

Test Details

DIME Sample ID: 2023-06-21-52
DIME Test ID: 2023-06-21-52-3
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: 06/28/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.254 in
Sample 1 Area: 0.1234 in^2
Sample 1 Ultimate Strength Actual: 409 lbs
Sample 1 percent elongation: 62.2 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.252 in
Sample 2 Area: 0.1222 in^2
Sample 2 Ultimate Strength Actual: 403 lbs
Sample 2 percent elongation: 61.6 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.251 in
Sample 3 Area: 0.1222 in^2
Sample 3 Ultimate Strength Actual: 400 lbs
Sample 3 percent elongation: 58 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.255 in
Sample 4 Area: 0.1242 in^2
Sample 4 Ultimate Strength Actual: 406 lbs
Sample 4 percent elongation: 57.5 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.258 in
Sample 5 Area: 0.1254 in^2
Sample 5 Ultimate Strength Actual: 424 lbs
Sample 5 percent elongation: 65.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.257 in
Sample 6 Area: 0.1252 in^2
Sample 6 Ultimate Strength Actual: 407 lbs
Sample 6 percent elongation: 59.7 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3314.4 psi
Sample 2 Ultimate strength : 3297.9 psi
Sample 3 Ultimate strength: 3273.3 psi
Sample 4 Ultimate strength: 3268.9 psi
Sample 5 Ultimate strength: 3381.2 psi
Sample 6 Ultimate strength : 3250.8 psi
Ultimate Strength Average: 3298 psi
Percent Elongation Average: 61 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 10/9/2023