Summary for Test 2019-12-30-13-4

Test performed: ASTM D624-00-re12

Project Information

Project IdentifiersProject ID: 214245
DEA: 11404604
EFIS: 1114000049
DIST-CO-RTE-PM11-SD-56-5.6
Award Date10/21/2019
Closeout Date03/01/2022
Work DescriptionCONSTRUCT 2 LANES, STRUCTURAL CONCRETE BRIDGE.
Location DescriptionSAN DIEGO COUNTY IN SAN DIEGO AT 0.5 MILE WEST OF CAMINO DEL SUR UNDERCROSSING
QA Service Level1 (Verified on 12/23/2019)

Sample Information

Sample Taken Date12/30/2019 Sample Unique Key13
Date that the sample was received by the laboratory/organization performing the testing01/06/2020 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 byKayla
Last name of sampler or witnessed byWallace Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameDynamic 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)15767
Material/Compound/Elastomer IDna Samples Representing10
Description (size)3.45"x16"x20" CommentsUnknown
Description (Number of Shims)6 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Dynamic Rubber
Batch Numberna

Test Details

DIME Sample ID: 2019-12-30-13
DIME Test ID: 2019-12-30-13-4
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: 2020-01-14

Test Results


Number of specimens tested: 3
Input Type: Measured
Tester's full name: spaine
Date of test: 01/07/2020
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.077
Sample 1 Tear Strength: 214.3
Sample 2 Median Thickness: 0.077
Sample 2 Tear Strength: 197.4
Sample 3 Median Thickness: 0.077
Sample 3 Tear Strength: 210
UTM: 2kip
Median of the Tear Strength Values: 210 lb/in
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Sample 2

Source: Bluehill Data Point File
Test graph for Sample 1

Source: Bluehill Data Point File
Test graph for Sample 3

Test was verified on 1/14/2020 ✔