Test 2016-05-19-8-4 (ASTM D638-Dec14) Summary

Project Information
Project IdentifiersProject ID: 210756
DEA: 043G4034
EFIS: 0412000101
DIST-CO-RTE-PM04-CC,SOL-80-13.4/14.1,0.0/0.6
Work DescriptionRESURFACE BRIDGE , INSTALL NEW JOINT SEAL..
Location DescriptionIN CONTRA COSTA AND SOLANO COUNTIESON THE CARQUINEZ BRIDGE (1958)
Sample Information
Sample Taken Date5/19/2016 Sample Unique Key8
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 testing5/19/2016
Sample typeQuality Control A brief description of the samplepolyester resin
The quantity of what the sample constitutes40000 lbs From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility namereichhold Transportation Laboratory (TL) Numberc240494
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypePolyester Mfg. Lot Number(s)0000975313
Batch number0000975313 Mix number
Test Details
DIME Sample ID: 2016-05-19-8
DIME Test ID: 2016-05-19-8-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2016-07-15
Test Results

Number of specimens tested: 6
Input Type: Calculated
Tester's full name: Mike Mullins
Date of test: 07/15/2016
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in per min
Sample 1 Width: 0.494 in
Sample 1 Thickness: 0.25 in
Sample 1 Area: 0.1255 in^2
Sample 1 Ultimate Strength Actual: 193.8 psi
Sample 1 percent elongation: 54.7 %
Sample 1 Time: 4.02 minute
Sample 2 Width: 0.494 in
Sample 2 Thickness: 0.254 in
Sample 2 Area: 0.124 in^2
Sample 2 Ultimate Strength Actual: 371.3 psi
Sample 2 percent elongation: 62.1 %
Sample 2 Time: 4.24 minute
Sample 3 Width: 0.494 in
Sample 3 Thickness: 0.251 in
Sample 3 Area: 0.124 in^2
Sample 3 Ultimate Strength Actual: 368.6 psi
Sample 3 percent elongation: 61.5 %
Sample 3 Time: 4.19 minute
Sample 4 Width: 0.493 in
Sample 4 Thickness: 0.238 in
Sample 4 Area: 0.1173 in^2
Sample 4 Ultimate Strength Actual: 335 psi
Sample 4 percent elongation: 57.2 %
Sample 4 Time: 4.03 minute
Sample 5 Width: 0.494 in
Sample 5 Thickness: 0.237 in
Sample 5 Area: 0.1171 in^2
Sample 5 Ultimate Strength Actual: 337 psi
Sample 5 percent elongation: 51.2 %
Sample 5 Time: 4 minute
Sample 6 Width: 0.495 in
Sample 6 Thickness: 0.25 in
Sample 6 Area: 0.1238 in^2
Sample 6 Ultimate Strength Actual: 379.5 psi
Sample 6 percent elongation: 63.7 %
Sample 6 Time: 4.46 minute
Sample 1 Ultimate strength: 1544 psi
Sample 2 Ultimate strength : 2994 psi
Sample 3 Ultimate strength: 2973 psi
Sample 4 Ultimate strength: 2856 psi
Sample 5 Ultimate strength: 2878 psi
Sample 6 Ultimate strength : 3065 psi
Ultimate Strength Average:2953 psi
Percent Elongation Average:51.1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/15/2016