Summary for Test 2018-02-12-4-3

Test performed: ASTM D624-00-re12

Project Information

Project IdentifiersProject ID: 210618
DEA: 06342534
EFIS: 0600000382
COOP: 061616A2
DIST-CO-RTE-PM06-FRE-180-R74.1/R78.6
Award Date04/05/2017
Closeout Date07/06/2021
Work DescriptionCONSTRUCT SEGMENT 3 OF KINGS CANYON EXPRESSWAY
Location DescriptionFRESNO COUNTY ABOUT 8.4 MILES EAST OF FRESNO FROM 0.7 MILE WEST OF SMITH AVENUE TO 0.7 MILE EAST OF FRANKWOOD AVENUE
QA Service Level1 (Verified on 07/10/2017)

Sample Information

Sample Taken Date02/12/2018 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing02/20/2018 Sample typeQuality Assurance
A brief description of the sampleBearing Pad The quantity of what the sample constitutes4
From where was the sample collectedManufacturer First name of sampler or witnessed byDebra
Last name of sampler or witnessed byMcnamara Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameSeismic Energy
Transportation Laboratory (TL) NumberUnknown Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)4000401-1A1,2B1,3B1,4C1
Material/Compound/Elastomer IDNA Samples RepresentingNA
Description (size)2.874"x12"x15" 1.724"x12"x14" CommentsUnknown
Description (Number of Shims)5 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Seismic Energy
Batch NumberNA

Test Details

DIME Sample ID: 2018-02-12-4
DIME Test ID: 2018-02-12-4-3
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: 2018-03-06

Test Results


Number of specimens tested: 3
Input Type: Measured
Tester's full name: Randy
Date of test: 02/22/2018
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.075 in
Sample 1 Tear Strength: 293.3 lbf / in
Sample 2 Median Thickness: 0.075 in
Sample 2 Tear Strength: 293.3 lbf / in
Sample 3 Median Thickness: 0.08 in
Sample 3 Tear Strength: 275 lbf / in
UTM: no data
Median of the Tear Strength Values: 293.3 lb/in
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point File
Test graph for Sample 1

Source: Partner Data Point File
Test graph for Sample 2

Source: Partner Data Point File
Test graph for Sample 3

Test was verified on 2/27/2018 ✔