Summary for Test 2019-05-13-6-2

Test performed: ASTM D412-06a-re13

Project Information

Project IdentifiersProject ID: 212300
DEA: 044G3804
EFIS: 0412000463
DIST-CO-RTE-PM04-SON-116-30.9/31.4
Award Date03/15/2019
Closeout Date02/16/2024
Work DescriptionConstruct Bridge, Retaining Walls, Traffic Signal
Location DescriptionSONOMA COUNTY NEAR COTATI FROM 0.3 MILE EAST OF HESSEL ROAD TO 0.1 MILE EAST OF BARTLESON ROAD
QA Service Level1 (Verified on 08/19/2019)

Sample Information

Sample Taken Date05/13/2019 Sample Unique Key6
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 testing05/20/2019
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes3 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) 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)CR55-004-19, CR55-005-19, CR55-006-19
Material/Compound/Elastomer IDNA Samples Representing75
Description (size)1.15" x 3" x 12" and 16" CommentsUnknown
Description (Number of Shims)2 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Dynamic Rubber
Batch NumberNA

Test Details

DIME Sample ID: 2019-05-13-6
DIME Test ID: 2019-05-13-6-2
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: 2019-06-07

Test Results


Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: Brian
Date of test: 05/22/2019
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.07 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2971.4 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.068 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 3058.8 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.059 in
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2973 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2973 lbf/in^2
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point File
Test graph for Sample 1

Source: Partner Data Point File
Test graph for Sample 2

Source: Partner Data Point File
Test graph for Sample 3

Test was verified on 5/31/2019