Test 2019-07-09-4-5 (ASTM D638-Dec14) Summary

Project Information
Project IdentifiersProject ID: 214084
DEA: 040P3104
EFIS: 0417000425
DIST-CO-RTE-PM04-SOL-12,37,80,680,780-VAR
Work DescriptionTREAT BRIDGE DECKS WITH METHACRYLATE AND REPAIR APPROACH SLABS.
Location DescriptionSOLANO COUNTY AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date7/9/2019 Sample Unique Key4
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 testing7/9/2019
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes8 tankers From where was the sample collectedSource
First name of sampler or witnessed byChris Last name of sampler or witnessed byNunes
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)1192955
Batch number1192955 Mix number1192955
Test Details
DIME Sample ID: 2019-07-09-4
DIME Test ID: 2019-07-09-4-5
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-07-18
Test Results

Number of specimens tested: 6
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 07/17/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.25 in
Sample 1 Area: 0.1213 in^2
Sample 1 Ultimate Strength Actual: 449.08 lbs
Sample 1 percent elongation: 73.88 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.245 in
Sample 2 Area: 0.1193 in^2
Sample 2 Ultimate Strength Actual: 419.3 lbs
Sample 2 percent elongation: 140 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.245 in
Sample 3 Area: 0.1188 in^2
Sample 3 Ultimate Strength Actual: 411.6 lbs
Sample 3 percent elongation: 69.13 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.243 in
Sample 4 Area: 0.1179 in^2
Sample 4 Ultimate Strength Actual: 396.487 lbs
Sample 4 percent elongation: 60.85 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.485 in
Sample 5 Thickness: 0.249 in
Sample 5 Area: 0.1208 in^2
Sample 5 Ultimate Strength Actual: 425.9 lbs
Sample 5 percent elongation: 68.54 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.248 in
Sample 6 Area: 0.1203 in^2
Sample 6 Ultimate Strength Actual: 428.4 lbs
Sample 6 percent elongation: 67.54 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3702.2 psi
Sample 2 Ultimate strength : 3514.7 psi
Sample 3 Ultimate strength: 3464.6 psi
Sample 4 Ultimate strength: 3362.9 psi
Sample 5 Ultimate strength: 3525.7 psi
Sample 6 Ultimate strength : 3561.1 psi
Ultimate Strength Average:3522 psi
Percent Elongation Average:80 %
General comments (publicly viewable) (Max 1000 characters): Accepted suppliers test results

Test was verified on 07/18/2019