Summary for Test 2023-07-17-24-2

Test performed: ASTM D412-16r21

Project Information

Project IdentifiersProject ID: 994327
DEA: 081G4704
EFIS: 0816000001
DIST-CO-RTE-PM08-RIV-74-3.1/53.5
Award Date04/06/2023
Closeout Date10/05/2026
Work DescriptionSTRUCTURAL CONC BR, CONC SLAB, HMA (TYPE A), ALT CRASH CUSHION SYSTEM.
Location DescriptionRIVERSIDE COUNTY NEAR LAKE ELSINORE AT MORRILL CANYON BRIDGE AND NEAR HEMET AT STRAWBERRY CREEK BRIDGE.
QA Service Level1 (Verified on 06/08/2023)

Sample Information

Sample Taken Date07/17/2023 Sample Unique Key24
Date that the sample was received by the laboratory/organization performing the testing07/21/2023 Sample typeQuality Assurance
A brief description of the sampleBearing Pad The quantity of what the sample constitutes25
From where was the sample collectedManufacturer First name of sampler or witnessed byKrishnamoorthy
Last name of sampler or witnessed byPalaniappan Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameBridge Rubber Bearing
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)2527-9
Material/Compound/Elastomer IDNA Samples Representing13
Description (size)2" x 15" x 15" Comments
Description (Number of Shims)4 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Bridge Rubber Bearing
Batch Number133799

Test Details

DIME Sample ID: 2023-07-17-24
DIME Test ID: 2023-07-17-24-2
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: 2023-08-09

Test Results


Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: aauvinen
Date of test: 08/08/2023
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.093
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2501.27 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.091
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2426.92 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.09
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2412.74 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2426.9 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 2

Source: Bluehill Data Point File
Test graph for Sample 3

Test was verified on 8/9/2023 ✔