Summary for Test 2019-07-25-8-2

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 Date09/14/2023
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 Date07/25/2019 Sample Unique Key8
Date that the sample was received by the laboratory/organization performing the testing07/29/2019 Sample typeQuality Assurance
A brief description of the sampleBearing Pad The quantity of what the sample constitutes1
From where was the sample collectedManufacturer First name of sampler or witnessed byRob
Last name of sampler or witnessed byAnderson 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)17723-8
Material/Compound/Elastomer IDna Samples Representing4
Description (size)3" x 16" x 16" CommentsUnknown
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: 2019-07-25-8
DIME Test ID: 2019-07-25-8-2
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: 2019-07-31

Test Results


Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: Steve
Date of test: 07/30/2019
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.073 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2623 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.071 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2752.8 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.071 in
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2584.3 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2623 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 7/31/2019 ✔