Summary for Test 2023-05-04-13-2

Test performed: ASTM D412-16r21

Project Information

Project IdentifiersProject ID: 214549
DEA: 081H2904
EFIS: 0817000006
DIST-CO-RTE-PM08-SBD-173-18.7
Award Date08/20/2020
Closeout Date10/02/2024
Work DescriptionSTRUCTURAL CONCRETE SOIL NAIL WALL AND SOLDIER PILE WALL.
Location DescriptionSAN BERNARDINO COUNTY NEAR CEDAR GLEN AT 0.1 MILE SOUTH OF HOSPITAL ROAD
QA Service Level1 (Verified on 01/13/2020)

Sample Information

Sample Taken Date05/04/2023 Sample Unique Key13
Date that the sample was received by the laboratory/organization performing the testing05/08/2023 Sample typeQuality Assurance
A brief description of the sampleBearing Pad The quantity of what the sample constitutes43
From where was the sample collectedManufacturer First name of sampler or witnessed byAhsan
Last name of sampler or witnessed byAtivalu 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
Bid ItemNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)23093-1
Material/Compound/Elastomer IDNA Samples Representing43
Description (size)1" x 8" x 12" Comments
Description (Number of Shims)2 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA

Test Details

DIME Sample ID: 2023-05-04-13
DIME Test ID: 2023-05-04-13-2
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Test Release Date: 2023-05-26

Test Results


Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: aauvinen
Date of test: 05/10/2023
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.085
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2909.83 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: 3132.97 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.087
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2905.36 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2909.8 lbf/in^2
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Sample 3

Source: Bluehill Data Point File
Test graph for Sample 2

Source: Bluehill Data Point File
Test graph for Sample 1

Test was verified on 5/26/2023 ✔