Test 2019-07-19-22-4 (ASTM D638-Dec14) Summary

Project Information
Project IdentifiersProject ID: 211538
DEA: 043G59U4
EFIS: 0415000066
DIST-CO-RTE-PM04-ALA-205-0.0/1.004-Ala-580-0.0/8.0,26.1/30.310-SJ-580-13.5/15.4
Work DescriptionHMA PAVING, REPLACE APPROACH AND PCC SLABS, PRECAST CONCRETE PAVEMENT.
Location DescriptionALAMEDA AND SAN JOAQUIN COUNTIES ON ROUTE 580 FROM PATTERSON PASS ROAD OVERCROSSING TO GREENVILLE ROAD OVERHEAD AND FROM EDEN CANYON ROAD UNDERCROSSING TO STROBRIDGE AVENUE UNDERCROSSING ON ROUTE 205 FROM SAN JOAQUIN COUNTY LINE TO MIDWAY ROAD UNDERCROSSI
Sample Information
Sample Taken Date7/19/2019 Sample Unique Key22
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 testing8/20/2019
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes33 totes 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) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypePolyester Mfg. Lot Number(s)1195730
Batch number1195730 Mix number1195730
Test Details
DIME Sample ID: 2019-07-19-22
DIME Test ID: 2019-07-19-22-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-10-15
Test Results

Number of specimens tested: 6
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 08/26/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.25 in
Sample 1 Area: 0.1215 in^2
Sample 1 Ultimate Strength Actual: 428.6 lbs
Sample 1 percent elongation: 65.4 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.245 in
Sample 2 Area: 0.1191 in^2
Sample 2 Ultimate Strength Actual: 414.6 lbs
Sample 2 percent elongation: 65.7 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.252 in
Sample 3 Area: 0.1222 in^2
Sample 3 Ultimate Strength Actual: 416.6 lbs
Sample 3 percent elongation: 65.9 %
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: 439.2 lbs
Sample 4 percent elongation: 67.8 %
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: 397.7 lbs
Sample 5 percent elongation: 64.5 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.242 in
Sample 6 Area: 0.1174 in^2
Sample 6 Ultimate Strength Actual: 421.5 lbs
Sample 6 percent elongation: 69.6 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3527.6 psi
Sample 2 Ultimate strength : 3481.1 psi
Sample 3 Ultimate strength: 3409.2 psi
Sample 4 Ultimate strength: 3614.8 psi
Sample 5 Ultimate strength: 3259.8 psi
Sample 6 Ultimate strength : 3590.3 psi
Ultimate Strength Average:3480 psi
Percent Elongation Average:66 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/15/2019