Summary for Test 2020-04-02-8-2

Test performed: ASTM D412-06a-re13

Project Information

Project IdentifiersProject ID: 214680
DEA: 030F2854
EFIS: 0319000205
DIST-CO-RTE-PM03-SAC-99-7.1/9.4
Award Date04/06/2020
Closeout Date10/30/2020
Work DescriptionConstruct the temporary bridge superstructures, adjacent paving and pave temporary alignment
Location DescriptionNot set
QA Service Level1 (Verified on 03/02/2020)

Sample Information

Sample Taken Date04/02/2020 Sample Unique Key8
Date that the sample was received by the laboratory/organization performing the testing04/06/2020 Sample typeQuality Assurance
A brief description of the samplePlain Bearing Pad The quantity of what the sample constitutes262
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) NumberNA Inspector Lot Number from the Transportation Laboratory (TL) FormNA
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)18739-1, 18739-3
Material/Compound/Elastomer IDNA Samples Representing2
Description (size).75 x 8 x 14 .75 x 12 x 14 CommentsUnknown
Description (Number of Shims)NA Type of Bearing PadPlain
Description (Thickness of Shims)NA Manufacturer(s)Scougal Rubber
Batch NumberNA

Test Details

DIME Sample ID: 2020-04-02-8
DIME Test ID: 2020-04-02-8-2
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: 2020-04-13

Test Results


Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: bewing
Date of test: 04/09/2020
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.109
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2532.52 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.11
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2617.01 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.106
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2678.1 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2617 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 3

Source: Bluehill Data Point File
Test graph for Sample 1

Test was verified on 4/13/2020 ✔