Summary for Test 2020-09-03-8-3

Test performed: ASTM D624-00-re12

Project Information

Project IdentifiersProject ID: 214702
DEA: 030F2864
EFIS: 0320000123
DIST-CO-RTE-PM03-SAC-99-7.92 / 8.4
Award Date06/24/2020
Closeout Date11/28/2023
Work DescriptionRemove and replace Consumnes River and Consumnes River Overflow bridge
Location DescriptionSacramento County
QA Service Level1 (Verified on 04/20/2020)

Sample Information

Sample Taken Date09/03/2020 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 testing09/08/2020
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes252 From where was the sample collectedManufacturer
First name of sampler or witnessed byRobert Last name of sampler or witnessed byAnderson
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)19055-1, 2, 3, 4
Material/Compound/Elastomer IDNA Samples Representing6
Description (size)6.33" x 21" x 21" Comments
Description (Number of Shims)11 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA

Test Details

DIME Sample ID: 2020-09-03-8
DIME Test ID: 2020-09-03-8-3
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: 2020-09-10

Test Results


Number of specimens tested: 3
Input Type: Measured
Tester's full name: bewing
Date of test: 09/09/2020
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.083
Sample 1 Tear Strength: 226.4
Sample 2 Median Thickness: 0.082
Sample 2 Tear Strength: 216
Sample 3 Median Thickness: 0.086
Sample 3 Tear Strength: 207.7
UTM: 2kip
Median of the Tear Strength Values: 216 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 2

Source: Bluehill Data Point File
Test graph for Sample 3

Test was verified on 9/10/2020