Summary for Test 2020-09-18-24-2

Test performed: ASTM D412-06a-re13

Project Information

Project IdentifiersProject ID: 214922
DEA: 100X3104
EFIS: 1013000265
DIST-CO-RTE-PM10-SJ-99-16.8/17.6
Award Date06/30/2020
Closeout Date04/07/2022
Work DescriptionREPLACE BRIDGE.
Location DescriptionSAN JOAQUIN COUNTY IN STOCKTON FROM 0.4 MILE SOUTH TO 0.4 MILE NORTH OF FARMINGTON ROAD OVERCROSSING
QA Service Level1 (Verified on 04/28/2020)

Sample Information

Sample Taken Date09/18/2020 Sample Unique Key24
Date that the sample was received by the laboratory/organization performing the testing09/23/2020 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)CR55-024-20
Material/Compound/Elastomer IDna Samples Representing15
Description (size)3.45"x14"x16" Comments
Description (Number of Shims)6 Type of Bearing PadPlain
Description (Thickness of Shims)14 gage Manufacturer(s)Dynamic Rubber
Batch Numberna

Test Details

DIME Sample ID: 2020-09-18-24
DIME Test ID: 2020-09-18-24-2
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Test Release Date: 2020-10-01

Test Results


Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: spaine
Date of test: 09/25/2020
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.078
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2993.36 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.08
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 3197.15 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.078
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2897.28 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2993.4 lbf/in^2
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 1

Source: Bluehill Data Point File
Test graph for Sample 2

Test was verified on 10/1/2020 ✔