Test 2019-09-19-5-4 (ASTM D638-Dec14) Summary

Project Information
Project IdentifiersProject ID: 213945
DEA: 060U1604
EFIS: 0615000310
DIST-CO-RTE-PM06-FRE-41-R22.0/R22.6
Work DescriptionFURNISH & PLACE POLYESTER CONCRETE OVERLAY & PLACE JOINT SEAL.
Location DescriptionFRESNO COUNTY IN FRESNO FROM 0.2 MILE NORTH OF ROUTE 41/99 SEPARATION TO 0.1 MILE SOUTH OF VAN NESS AVENUE UNDERCROSSING
Sample Information
Sample Taken Date9/19/2019 Sample Unique Key5
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 testing9/19/2019
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes2 tankers From where was the sample collectedSource
First name of sampler or witnessed byDaniel Last name of sampler or witnessed byTikusis
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameKwik Bond Polymers and Reichhold 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)1206047
Batch number1206047 Mix number1206047
Test Details
DIME Sample ID: 2019-09-19-5
DIME Test ID: 2019-09-19-5-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-09-27
Test Results

Number of specimens tested: 6
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 09/27/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.245 in
Sample 1 Area: 0.1191 in^2
Sample 1 Ultimate Strength Actual: 435 lbs
Sample 1 percent elongation: 67 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.24 in
Sample 2 Area: 0.1166 in^2
Sample 2 Ultimate Strength Actual: 408 lbs
Sample 2 percent elongation: 63 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.237 in
Sample 3 Area: 0.1154 in^2
Sample 3 Ultimate Strength Actual: 405 lbs
Sample 3 percent elongation: 64 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.251 in
Sample 4 Area: 0.122 in^2
Sample 4 Ultimate Strength Actual: 407 lbs
Sample 4 percent elongation: 56 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.485 in
Sample 5 Thickness: 0.24 in
Sample 5 Area: 0.1164 in^2
Sample 5 Ultimate Strength Actual: 418 lbs
Sample 5 percent elongation: 66 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.24 in
Sample 6 Area: 0.1166 in^2
Sample 6 Ultimate Strength Actual: 418 lbs
Sample 6 percent elongation: 65 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3652.4 psi
Sample 2 Ultimate strength : 3499.1 psi
Sample 3 Ultimate strength: 3509.5 psi
Sample 4 Ultimate strength: 3336.1 psi
Sample 5 Ultimate strength: 3591.1 psi
Sample 6 Ultimate strength : 3584.9 psi
Ultimate Strength Average:3529 psi
Percent Elongation Average:64 %
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Test was verified on 09/27/2019