Summary for Test 2021-06-28-2-2

Test performed: ASTM D412-06a-re13

Project Information

Project IdentifiersProject ID: 214562
DEA: 040J7104
EFIS: 0414000029
DIST-CO-RTE-PM04-SOL-80-1.8/4.4
Award Date03/17/2020
Closeout Date02/29/2024
Work DescriptionRAISE BRIDGE AND PLACE STRUCTURAL CONCRETE.
Location DescriptionSOLANO COUNTY IN VALLEJO AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 12/03/2019)

Sample Information

Sample Taken Date06/28/2021 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing07/16/2021 Sample typeDepartment Acceptance
A brief description of the sample1.5"x12"x16" and 1.5"x12"x12" The quantity of what the sample constitutes33
From where was the sample collectedManufacturer First name of sampler or witnessed byKevin
Last name of sampler or witnessed byMuser Title of samplerqa
Telephone number of sampler9165170532 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) FormS19-140-21
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)19236-1
Material/Compound/Elastomer ID19236 Samples Representing33 pads
Description (size)1.5"x12"x16" and 1.5"x12"x12" Comments
Description (Number of Shims)3 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch Number19236-1

Test Details

DIME Sample ID: 2021-06-28-2
DIME Test ID: 2021-06-28-2-2
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: 2021-07-19

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: 07/16/2021
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.086
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2748.1 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.085
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2656.45 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.082
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2634.33 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2656.5 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 7/19/2021 ✔