Summary for Test 2026-08-03-31-2

Test performed: ASTM D412-16r21

Project Information

Project IdentifiersProject ID: 1000870
DEA: 07369704
EFIS: 0720000023
DIST-CO-RTE-PM07-VEN-118-12/13.4
Award Date04/25/2025
Closeout DateNot set
Work DescriptionCONSTRUCT SOLDIER PILE WALLS, SLOPE PROTECTION, AND DRAINAGE SYSTEMS.
Location DescriptionVENTURA COUNTY IN SOMIS FROM SAND CANYON ROAD TO 0.1 MILE EAST OF BALCOM CANYON ROAD
QA Service Level1 (Verified on 03/12/2025)

Sample Information

Sample Taken Date08/03/2026 Sample Unique Key31
Date that the sample was received by the laboratory/organization performing the testing08/06/2026 Sample typeQuality Assurance
A brief description of the sample12" x 8" x 1" Bearing Pad The quantity of what the sample constitutesNA
From where was the sample collectedFabricator First name of sampler or witnessed byNA
Last name of sampler or witnessed byNA 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)2527-4
Material/Compound/Elastomer IDNA Samples RepresentingNA
Description (size)12" x 8" x 1" Comments
Description (Number of Shims)0 Type of Bearing PadPlain
Description (Thickness of Shims)NA Manufacturer(s)Bridge Rubber Bearing
Batch NumberBRB-1195

Test Details

DIME Sample ID: 2026-08-03-31
DIME Test ID: 2026-08-03-31-2
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: 2026-08-31

Test Results


Number of specimens tested: 3
Unit of the Ultimate Tensile Values: psi
Input Type: Measured
Tester's full name: Steven Paine
Date of test: 08/31/2026
UTM: NA
Humidity: 0 %
Temperature: 0 f
Sample 1 Median Thickness: 0.069 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2671 psi
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.066 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2835 psi
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.069 in
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2637 psi
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2671 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/31/2026 ✔