Test 2015-10-29-3-5 (ASTM D624-00-re12) Summary

Project Information
Project IdentifiersProject ID: 210277
DEA: 051F8904
EFIS: 0514000072
DIST-CO-RTE-PM05-MON-1-28.0/28.4
Work DescriptionCONSTRUCT VIADUCT.
Location DescriptionMONTEREY COUNTY NEAR LUCIA FROM 0.1 MILE SOUTH OF BIG CREEK BRIDGE TO 2.8 MILES SOUTH OF DOLAN CREEK BRIDGE
Sample Information
Sample Taken Date10/29/2015 Sample Unique Key3
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 testing11/3/2015
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes13 From where was the sample collectedFabricator
First name of sampler or witnessed byCorey Last name of sampler or witnessed byNishioku
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility namescougal Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)NA
Material/Compound/Elastomer ID131944A Samples Representing13
Description (size)2in x 10in x 14in CommentsUnknown
Description (Number of Shims)4 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA
Test Details
DIME Sample ID: 2015-10-29-3
DIME Test ID: 2015-10-29-3-5
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Test Release Date: 2015-11-16
Test Results

Number of specimens tested: 3
Input Type: Measured
Tester's full name: Brian
Date of test: 11/09/2015
Humidity: 50 %
Temperature: 72 f
Sample 1 Median Thickness: 0.075 in
Sample 1 Tear Strength: 186.7 lb/in
Sample 2 Median Thickness: 0.076 in
Sample 2 Tear Strength: 184.2 lb/in
Sample 3 Median Thickness: 0.079 in
Sample 3 Tear Strength: 189.9 lb/in
UTM:2KIP
Median of the Tear Strength Values:186.7 lb/in
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/16/2015