Summary for Test 2024-07-19-35-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 995496
DEA: 101N5004
EFIS: 1021000202
DIST-CO-RTE-PM10-MER-99-14.4/16.6
Award Date02/13/2024
Closeout Date12/26/2024
Work DescriptionREPLACE BRIDGE APPROACH SLABS AND PLACE POLYESTER CONCRETE OVERLAY.
Location DescriptionMERCED COUNTY IN MERCED FROM G STREET UNDERCROSSING TO WEST MERCED VIADUCT
QA Service Level1 (Verified on 11/20/2023)

Sample Information

Sample Taken Date07/19/2024 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 testing07/23/2024
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 identification000099KBP Linked DIME Sample ID000099KBP
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)AZ4G01066
Batch numberAZ4G01066 Mix numberAZ4G01066

Test Details

DIME Sample ID: 2024-07-19-35
DIME Test ID: 2024-07-19-35-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-08-26

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 07/24/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.248 in
Sample 1 Area: 0.1208 in^2
Sample 1 Ultimate Strength Actual: 409 lbs
Sample 1 percent elongation: 57 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.249 in
Sample 2 Area: 0.121 in^2
Sample 2 Ultimate Strength Actual: 413 lbs
Sample 2 percent elongation: 54 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.252 in
Sample 3 Area: 0.1225 in^2
Sample 3 Ultimate Strength Actual: 421 lbs
Sample 3 percent elongation: 57 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.252 in
Sample 4 Area: 0.1227 in^2
Sample 4 Ultimate Strength Actual: 418 lbs
Sample 4 percent elongation: 57 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.496 in
Sample 5 Thickness: 0.251 in
Sample 5 Area: 0.1245 in^2
Sample 5 Ultimate Strength Actual: 415 lbs
Sample 5 percent elongation: 58 %
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: 417 lbs
Sample 6 percent elongation: 60 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3385.8 psi
Sample 2 Ultimate strength : 3413.2 psi
Sample 3 Ultimate strength: 3436.7 psi
Sample 4 Ultimate strength: 3406.7 psi
Sample 5 Ultimate strength: 3333.3 psi
Sample 6 Ultimate strength : 3330.7 psi
Ultimate Strength Average: 3384 psi
Percent Elongation Average: 57 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 8/26/2024