Summary for Test 2023-08-21-35-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994595
DEA: 081M2204
EFIS: 0821000094
DIST-CO-RTE-PM08-SBD-15,138,173-Var
Award Date05/24/2023
Closeout Date08/30/2024
Work DescriptionPOLYESTER CONCRETE OVERLAY AND REPLACE JOINT SEALS.
Location DescriptionSAN BERNARDINO COUNTY AT VARIOUS LOCATIONS.
QA Service Level1 (Verified on 07/18/2023)

Sample Information

Sample Taken Date08/21/2023 Sample Unique Key35
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 testing08/22/2023
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes18 totes / PPC 121 RESIN 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 identification000002 Linked DIME Sample ID000002
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)1486532
Batch number1486532 Mix number1486532

Test Details

DIME Sample ID: 2023-08-21-35
DIME Test ID: 2023-08-21-35-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-10-12

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 08/25/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.255 in
Sample 1 Area: 0.1239 in^2
Sample 1 Ultimate Strength Actual: 367 lbs
Sample 1 percent elongation: 63.3 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.261 in
Sample 2 Area: 0.1271 in^2
Sample 2 Ultimate Strength Actual: 430 lbs
Sample 2 percent elongation: 74.6 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.253 in
Sample 3 Area: 0.1227 in^2
Sample 3 Ultimate Strength Actual: 389 lbs
Sample 3 percent elongation: 69.5 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.251 in
Sample 4 Area: 0.1222 in^2
Sample 4 Ultimate Strength Actual: 371 lbs
Sample 4 percent elongation: 66.5 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.256 in
Sample 5 Area: 0.1244 in^2
Sample 5 Ultimate Strength Actual: 368 lbs
Sample 5 percent elongation: 62.6 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.252 in
Sample 6 Area: 0.1227 in^2
Sample 6 Ultimate Strength Actual: 398 lbs
Sample 6 percent elongation: 71.2 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2962.1 psi
Sample 2 Ultimate strength : 3383.2 psi
Sample 3 Ultimate strength: 3170.3 psi
Sample 4 Ultimate strength: 3036 psi
Sample 5 Ultimate strength: 2958.2 psi
Sample 6 Ultimate strength : 3243.7 psi
Ultimate Strength Average: 3126 psi
Percent Elongation Average: 68 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 10/12/2023