Summary for Test 2024-04-22-40-3

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 Date04/22/2024 Sample Unique Key40
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 testing04/23/2024
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 identification000057KBP Linked DIME Sample ID000057KBP
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)AZ4D00535
Batch numberAZ4D00535 Mix numberAZ4D00535

Test Details

DIME Sample ID: 2024-04-22-40
DIME Test ID: 2024-04-22-40-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-05-22

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 04/29/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.263 in
Sample 1 Area: 0.1283 in^2
Sample 1 Ultimate Strength Actual: 1099 lbs
Sample 1 percent elongation: 9.81 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.26 in
Sample 2 Area: 0.1269 in^2
Sample 2 Ultimate Strength Actual: 1099 lbs
Sample 2 percent elongation: 14.8 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.258 in
Sample 3 Area: 0.1259 in^2
Sample 3 Ultimate Strength Actual: 1090 lbs
Sample 3 percent elongation: 14 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.251 in
Sample 4 Area: 0.1222 in^2
Sample 4 Ultimate Strength Actual: 1062 lbs
Sample 4 percent elongation: 14.4 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.26 in
Sample 5 Area: 0.1269 in^2
Sample 5 Ultimate Strength Actual: 1104 lbs
Sample 5 percent elongation: 19.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.488 in
Sample 6 Thickness: 0.262 in
Sample 6 Area: 0.1279 in^2
Sample 6 Ultimate Strength Actual: 1111 lbs
Sample 6 percent elongation: 19.8 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 8565.9 psi
Sample 2 Ultimate strength : 8660.4 psi
Sample 3 Ultimate strength: 8657.7 psi
Sample 4 Ultimate strength: 8690.7 psi
Sample 5 Ultimate strength: 8699.8 psi
Sample 6 Ultimate strength : 8686.5 psi
Ultimate Strength Average: 8660 psi
Percent Elongation Average: 15 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendors Results

Test was verified on 5/22/2024