Test 2016-08-12-11-1 (ASTM D2240-05re10) Summary

Project Information
Project IdentifiersProject ID: 211221
DEA: 010A1004
EFIS: 0112000023
DIST-CO-RTE-PM01-DN-101-VAR
Work DescriptionBRIDGE SEISMIC RETROFIT AND CLEAN AND PAINT BRIDGE.
Location DescriptionDEL NORTE COUNTY AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date8/12/2016 Sample Unique Key11
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 testing8/15/2016
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes1 From where was the sample collectedDistributor
First name of sampler or witnessed byEd Last name of sampler or witnessed byFleming
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameDynatect Transportation Laboratory (TL) NumberC740864
Inspector Lot Number from the Transportation Laboratory (TL) FormB1025016 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)071916
Material/Compound/Elastomer ID340313 Samples Representing13
Description (size)2in x 4in x 6in CommentsUnknown
Description (Number of Shims)4 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Dynatect
Batch NumberRL305502
Test Details
DIME Sample ID: 2016-08-12-11
DIME Test ID: 2016-08-12-11-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Test Release Date: 2016-08-31
Test Results

Input Type: Measured
Tester's full name: Brian Ewing
Date of test: 08/25/2016
Temperature: 72 f
Humidity: 50 %
Reading #1: 54
Reading #2: 53
Reading #3: 53
Reading #4: 54
Reading #5: 53
Mean:53.4
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/31/2016