Summary for Test 2023-09-25-45-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994685
DEA: 043Q6104
EFIS: 0419000229
DIST-CO-RTE-PM04-SCL-17,85,87,101-Var
Award Date06/15/2023
Closeout DateNot set
Work DescriptionPOLYESTER CONCRETE OVERLAY, AND STRUCTURAL CONCRETE APPROACH SLAB.
Location DescriptionSANTA CLARA COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 05/09/2023)

Sample Information

Sample Taken Date09/25/2023 Sample Unique Key45
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 testing09/27/2023
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 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 identification000016KBP Linked DIME Sample ID000016KBP
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

Material Information

Material TypePolyester Mfg. Lot Number(s)1491176
Batch number1491176 Mix number1491176

Test Details

DIME Sample ID: 2023-09-25-45
DIME Test ID: 2023-09-25-45-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-10-13

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 10/04/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.262 in
Sample 1 Area: 0.1276 in^2
Sample 1 Ultimate Strength Actual: 405 lbs
Sample 1 percent elongation: 63.9 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.254 in
Sample 2 Area: 0.1237 in^2
Sample 2 Ultimate Strength Actual: 388 lbs
Sample 2 percent elongation: 62.2 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.254 in
Sample 3 Area: 0.124 in^2
Sample 3 Ultimate Strength Actual: 399 lbs
Sample 3 percent elongation: 64.6 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.255 in
Sample 4 Area: 0.1239 in^2
Sample 4 Ultimate Strength Actual: 387 lbs
Sample 4 percent elongation: 51 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.251 in
Sample 5 Area: 0.122 in^2
Sample 5 Ultimate Strength Actual: 383 lbs
Sample 5 percent elongation: 62.5 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.256 in
Sample 6 Area: 0.1247 in^2
Sample 6 Ultimate Strength Actual: 402 lbs
Sample 6 percent elongation: 65.9 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3174 psi
Sample 2 Ultimate strength : 3136.6 psi
Sample 3 Ultimate strength: 3217.7 psi
Sample 4 Ultimate strength: 3123.5 psi
Sample 5 Ultimate strength: 3139.3 psi
Sample 6 Ultimate strength : 3223.7 psi
Ultimate Strength Average: 3169 psi
Percent Elongation Average: 62 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 10/13/2023