Summary for Test 2022-03-01-42-3

Test performed: ASTM D624-00r20

Project Information

Project IdentifiersProject ID: 993124
DEA: 101F1704
EFIS: 1016000032
DIST-CO-RTE-PM10-SJ-26,99-1.1,19.3
Award Date09/07/2021
Closeout Date08/30/2023
Work DescriptionREMOVE AND REPLACE BRIDGE.
Location DescriptionSAN JOAQUIN COUNTY NEAR STOCKTON AT ROUTE 26/99 SEPARATION
QA Service Level1 (Verified on 07/23/2021)

Sample Information

Sample Taken Date03/01/2022 Sample Unique Key42
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 testing03/07/2022
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes1 From where was the sample collectedManufacturer
First name of sampler or witnessed byPatrick Last name of sampler or witnessed byLoomis
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 Bid ItemNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)21345-1
Material/Compound/Elastomer IDna Samples Representing1
Description (size)2.3"x8"x12" Comments
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: 2022-03-01-42
DIME Test ID: 2022-03-01-42-3
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Test Release Date: 2022-03-23

Test Results


Number of specimens tested: 3
Input Type: Measured
Tester's full name: spaine
Date of test: 03/21/2022
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.066
Sample 1 Tear Strength: 283.6
Sample 2 Median Thickness: 0.073
Sample 2 Tear Strength: 260
Sample 3 Median Thickness: 0.084
Sample 3 Tear Strength: 226.2
UTM: 2kip
Median of the Tear Strength Values: 260 lb/in
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Sample 3

Source: Bluehill Data Point File
Test graph for Sample 2

Source: Bluehill Data Point File
Test graph for Sample 1

Test was verified on 3/23/2022