Summary for Test 2020-11-16-31-2

Test performed: ASTM D412-06a-re13

Project Information

Project IdentifiersProject ID: 213682
DEA: 11430184
EFIS: 1117000215
DIST-CO-RTE-PM11-SD-805-8.4/8.8
Award Date12/13/2018
Closeout DateNot set
Work DescriptionBridge widening, HMA, barrier, drainage, RCP, and landscape work near Sweetwater River Bridge in Chula Vista. Widening of Sweetwater River Bridge in Chula Vista on 805.
Location DescriptionNear Sweetwater River Bridge in Chula Vista on 805.
QA Service Level1 (Verified on 06/01/2020)

Sample Information

Sample Taken Date11/16/2020 Sample Unique Key31
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 testing12/04/2020
Sample typeIndependent Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes2 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)19366-1
Material/Compound/Elastomer IDNA Samples Representing1
Description (size)3.45" x 42" x 14" Comments
Description (Number of Shims)6 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA

Test Details

DIME Sample ID: 2020-11-16-31
DIME Test ID: 2020-11-16-31-2
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: 2020-12-09

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: 12/08/2020
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness:0.072
Sample 1 Thickness all Within 0.003 inch?:Yes
Sample 1 Ultimate Tensile:2470.14 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.072
Sample 2 Thickness all Within 0.003 inch?:Yes
Sample 2 Ultimate Tensile:2753.47 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.073
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:2917.59 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:2753.5 lbf/in^2
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Sample 1

Source: Bluehill Data Point File
Test graph for Sample 3

Source: Bluehill Data Point File
Test graph for Sample 2

Test was verified on 12/9/2020