Test 2021-08-18-26-4 (ASTM D638-Dec14) Summary

Project Information
Project IdentifiersProject ID: 215424
DEA: 024G4404
EFIS: 0214000013
DIST-CO-RTE-PM02-SIS-3-38.0/38.6
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
Sample Information
Sample Taken Date8/18/2021 Sample Unique Key26
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 testing8/18/2021
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes80 drums From where was the sample collectedSource
First name of sampler or witnessed byDaniel Last name of sampler or witnessed byTikusis
Title of samplerTechnical Director Laboratory sample identification
The fabricator/manufacturer/facility nameKwik Bond Polymers and Polynt Transportation Laboratory (TL) NumberSacramento Caltrans lab
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypePolyester Mfg. Lot Number(s)1352897
Batch number1352897 Mix number1352897
Test Details
DIME Sample ID: 2021-08-18-26
DIME Test ID: 2021-08-18-26-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-08-26
Test Results

Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 08/20/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.249 in
Sample 1 Area: 0.121 in^2
Sample 1 Ultimate Strength Actual: 340.4 lbs
Sample 1 percent elongation: 63.19 %
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: 368.2 lbs
Sample 2 percent elongation: 70.19 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.25 in
Sample 3 Area: 0.1215 in^2
Sample 3 Ultimate Strength Actual: 367.1 lbs
Sample 3 percent elongation: 70.49 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.25 in
Sample 4 Area: 0.1215 in^2
Sample 4 Ultimate Strength Actual: 315.4 lbs
Sample 4 percent elongation: 56.67 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.251 in
Sample 5 Area: 0.122 in^2
Sample 5 Ultimate Strength Actual: 386.5 lbs
Sample 5 percent elongation: 73.52 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.25 in
Sample 6 Area: 0.1215 in^2
Sample 6 Ultimate Strength Actual: 326.4 lbs
Sample 6 percent elongation: 61.47 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2813.2 psi
Sample 2 Ultimate strength : 3043 psi
Sample 3 Ultimate strength: 3021.4 psi
Sample 4 Ultimate strength: 2595.9 psi
Sample 5 Ultimate strength: 3168 psi
Sample 6 Ultimate strength : 2686.4 psi
Ultimate Strength Average:2888 psi
Percent Elongation Average:66 %
General comments (publicly viewable) (Max 1000 characters): Accepted based on supplier's results.

Test was verified on 08/26/2021