Summary for Test 2019-12-13-3-3

Test performed: ASTM D624-00-re12

Project Information

Project IdentifiersProject ID: 213411
DEA: 030H10U4
EFIS: 0317000246
DIST-CO-RTE-PM03-SAC-5-9.7/24.9
Award Date05/01/2019
Closeout Date02/22/2024
Work DescriptionNot set
Location DescriptionConstruction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
QA Service Level1 (Verified on 07/19/2019)

Sample Information

Sample Taken Date12/13/2019 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 testing12/16/2019
Sample typeQuality Assurance A brief description of the sampleelastomeric bearing pad
The quantity of what the sample constitutes2 From where was the sample collectedManufacturer
First name of sampler or witnessed byunknown Last name of sampler or witnessed byunknown
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameScougal Rubber Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)101419
Material/Compound/Elastomer IDna Samples Representingunknown
Description (size)Unknown CommentsUnknown
Description (Number of Shims)8 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch Numberna

Test Details

DIME Sample ID: 2019-12-13-3
DIME Test ID: 2019-12-13-3-3
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: 2019-12-19

Test Results


Number of specimens tested: 3
Input Type: Measured
Tester's full name: randelin
Date of test: 12/17/2019
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.076
Sample 1 Tear Strength: 227.2
Sample 2 Median Thickness: 0.081
Sample 2 Tear Strength: 245.4
Sample 3 Median Thickness: 0.082
Sample 3 Tear Strength: 256.5
UTM: 2kip
Median of the Tear Strength Values: 245.4 lb/in
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Sample 1

Source: Bluehill Data Point File
Test graph for Sample 3

Source: Bluehill Data Point File
Test graph for Sample 2

Test was verified on 12/19/2019