Summary for Test 2024-04-19-31-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994525
DEA: 031H9904
EFIS: 0317000043
DIST-CO-RTE-PM03-PLA,NEV-80-68.3/69.7,0.0/R2.7
Award Date11/07/2023
Closeout DateNot set
Work DescriptionRDWY EXC, PLACE HMA & JPCP, SLAB REPLACEMENT & POLYESTER CONC OVERLAY.
Location DescriptionPLACER AND NEVADA COUNTIES NEAR KINGVALE FROM 0.3 MILE WEST OF TROY UNDERCROSSING TO 0.2 MILE EAST OF SODA SPRINGS OVERCROSSING
QA Service Level1 (Verified on 05/15/2023)

Sample Information

Sample Taken Date04/19/2024 Sample Unique Key31
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 testing04/22/2024
Sample typeQuality Control A brief description of the sample1 gallon can / 9800 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 identification000056KBP Linked DIME Sample ID000056KBP
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)AZ4D00534
Batch numberAZ4D00534 Mix numberAZ4D00534

Test Details

DIME Sample ID: 2024-04-19-31
DIME Test ID: 2024-04-19-31-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-06-18

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 04/24/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.258 in
Sample 1 Area: 0.1259 in^2
Sample 1 Ultimate Strength Actual: 1064.23 lbs
Sample 1 percent elongation: 28.6 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.267 in
Sample 2 Area: 0.1303 in^2
Sample 2 Ultimate Strength Actual: 1089.7 lbs
Sample 2 percent elongation: 16.9 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.27 in
Sample 3 Area: 0.1318 in^2
Sample 3 Ultimate Strength Actual: 1137.82 lbs
Sample 3 percent elongation: 9.86 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.264 in
Sample 4 Area: 0.1286 in^2
Sample 4 Ultimate Strength Actual: 1078.7 lbs
Sample 4 percent elongation: 15.5 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.263 in
Sample 5 Area: 0.1281 in^2
Sample 5 Ultimate Strength Actual: 1077.32 lbs
Sample 5 percent elongation: 20.2 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.488 in
Sample 6 Thickness: 0.26 in
Sample 6 Area: 0.1269 in^2
Sample 6 Ultimate Strength Actual: 1065.96 lbs
Sample 6 percent elongation: 8.71 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 8453 psi
Sample 2 Ultimate strength : 8363 psi
Sample 3 Ultimate strength: 8632.9 psi
Sample 4 Ultimate strength: 8388 psi
Sample 5 Ultimate strength: 8410 psi
Sample 6 Ultimate strength : 8400 psi
Ultimate Strength Average: 8441 psi
Percent Elongation Average: 17 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 6/18/2024