Summary for Test 2021-04-06-10-2

Test performed: ASTM D412-06a-re13

Project Information

Project IdentifiersProject ID: 215145
DEA: 030H4604
EFIS: 0315000174
DIST-CO-RTE-PM03-PLA-80-2.6/3.1
Award Date11/16/2020
Closeout DateNot set
Work DescriptionWIDEN ON-RAMP AND REPLACE BRIDGE.
Location DescriptionPLACER COUNTY IN ROSEVILLE AT THE ATLANTIC STREET ON RAMP
QA Service Level1 (Verified on 10/05/2020)

Sample Information

Sample Taken Date04/06/2021 Sample Unique Key10
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 testing04/06/2021
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 byBrad Last name of sampler or witnessed byStreeter
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)19698-1
Material/Compound/Elastomer IDna Samples Representing15
Description (size)4.6"x20"x20" Comments
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: 2021-04-06-10
DIME Test ID: 2021-04-06-10-2
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: 2021-04-12

Test Results


Input Type: Calculated
Tester's full name: spaine
Date of test: 04/07/2021
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness:0.074
Sample 1 Thickness all Within 0.003 inch?:Yes
Sample 1 Ultimate Tensile:2855.45 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.071
Sample 2 Thickness all Within 0.003 inch?:Yes
Sample 2 Ultimate Tensile:2809.96 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.074
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:2717.95 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:2810 lbf/in^2
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 4/12/2021