Summary for Test 2024-09-29-3-1

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 995485
DEA: 031H1304
EFIS: 0316000059
DIST-CO-RTE-PM03-SAC,SAC-12-0/0.7
Award Date03/29/2024
Closeout Date05/23/2025
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY AND REPLACE BRIDGE RAILING.
Location DescriptionSOLANO AND SACRAMENTO COUNTIES IN AND NEAR RIO VISTA FROM VIRGINIA DRIVE TO ROUTE 160
QA Service Level1 (Verified on 01/17/2024)

Sample Information

Sample Taken Date09/29/2024 Sample Unique Key3
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 testing10/01/2024
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 identification000133KBP Linked DIME Sample ID000133KBP
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)AZ4I01481
Batch numberAZ4I01481 Mix numberAZ4I01481

Test Details

DIME Sample ID: 2024-09-29-3
DIME Test ID: 2024-09-29-3-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-12-30

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 10/04/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.243 in
Sample 1 Area: 0.1181 in^2
Sample 1 Ultimate Strength Actual: 327.255 lbs
Sample 1 percent elongation: 63.5 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.243 in
Sample 2 Area: 0.1183 in^2
Sample 2 Ultimate Strength Actual: 301.57 lbs
Sample 2 percent elongation: 53.7 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.248 in
Sample 3 Area: 0.1205 in^2
Sample 3 Ultimate Strength Actual: 334.749 lbs
Sample 3 percent elongation: 64.8 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.241 in
Sample 4 Area: 0.1171 in^2
Sample 4 Ultimate Strength Actual: 362.893 lbs
Sample 4 percent elongation: 74.6 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.247 in
Sample 5 Area: 0.12 in^2
Sample 5 Ultimate Strength Actual: 340.32 lbs
Sample 5 percent elongation: 66.8 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.247 in
Sample 6 Area: 0.12 in^2
Sample 6 Ultimate Strength Actual: 360.24 lbs
Sample 6 percent elongation: 72.5 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2771 psi
Sample 2 Ultimate strength : 2549.2 psi
Sample 3 Ultimate strength: 2778 psi
Sample 4 Ultimate strength: 3099 psi
Sample 5 Ultimate strength: 2836 psi
Sample 6 Ultimate strength : 3002 psi
Ultimate Strength Average: 2839 psi
Percent Elongation Average: 66 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 12/30/2024