Summary for Test 2024-09-13-49-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1000283
DEA: 040Y7904
EFIS: 0422000340
DIST-CO-RTE-PM04-SOL-12,37,80,113,505,780-Var
Award Date06/19/2024
Closeout Date09/05/2025
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY, & REPLACE JOINT SEAL.
Location DescriptionSOLANO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 06/03/2024)

Sample Information

Sample Taken Date09/13/2024 Sample Unique Key49
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 testing09/17/2024
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 sampler7076245467
Laboratory sample identification000125KBP Linked DIME Sample ID000125KBP
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)AZ4I01396
Batch numberAZ4I01396 Mix numberAZ4I01396

Test Details

DIME Sample ID: 2024-09-13-49
DIME Test ID: 2024-09-13-49-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-09-30

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 09/30/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.264 in
Sample 1 Area: 0.128 in^2
Sample 1 Ultimate Strength Actual: 382.08 lbs
Sample 1 percent elongation: 73.4 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.489 in
Sample 2 Thickness: 0.256 in
Sample 2 Area: 0.1252 in^2
Sample 2 Ultimate Strength Actual: 374.849 lbs
Sample 2 percent elongation: 73.4 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.271 in
Sample 3 Area: 0.1312 in^2
Sample 3 Ultimate Strength Actual: 417.61 lbs
Sample 3 percent elongation: 78.8 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.261 in
Sample 4 Area: 0.1263 in^2
Sample 4 Ultimate Strength Actual: 363.618 lbs
Sample 4 percent elongation: 69.3 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.265 in
Sample 5 Area: 0.1283 in^2
Sample 5 Ultimate Strength Actual: 367.451 lbs
Sample 5 percent elongation: 69.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.489 in
Sample 6 Thickness: 0.261 in
Sample 6 Area: 0.1276 in^2
Sample 6 Ultimate Strength Actual: 358.173 lbs
Sample 6 percent elongation: 67.2 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2985 psi
Sample 2 Ultimate strength : 2994 psi
Sample 3 Ultimate strength: 3183 psi
Sample 4 Ultimate strength: 2879 psi
Sample 5 Ultimate strength: 2864 psi
Sample 6 Ultimate strength : 2807 psi
Ultimate Strength Average: 2952 psi
Percent Elongation Average: 72 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 9/30/2024