Summary for Test 2026-08-03-42-2

Test performed: ASTM D412-16r21

Project Information

Project IdentifiersProject ID: 212900
DEA: 051G6804
EFIS: 0515000063
DIST-CO-RTE-PM05-SLO-101-16.2-20.3
Award DateNot set
Closeout DateNot set
Work DescriptionUS 101 PISMO CONGESTION RELIEF PROJECT
Location DescriptionIN SAN LUIS OBISPO COUNTY IN PSMO BEACH FROM PISMO OVERHEAD TO 0.5 MILE NORTH OF SHELL BEACH ROAD UC
QA Service Level1 (Verified on 09/30/2019)

Sample Information

Sample Taken Date08/03/2026 Sample Unique Key42
Date that the sample was received by the laboratory/organization performing the testing08/10/2026 Sample typeQuality Assurance
A brief description of the samplePlain Bearing Pad The quantity of what the sample constitutes17
From where was the sample collectedManufacturer First name of sampler or witnessed byMario
Last name of sampler or witnessed byRodriguez 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)27818-2
Material/Compound/Elastomer IDNA Samples Representing17
Description (size)0.5" x 10" x 15" Comments
Description (Number of Shims)0 Type of Bearing PadPlain
Description (Thickness of Shims)NA Manufacturer(s)Scougal Rubber
Batch NumberNA

Test Details

DIME Sample ID: 2026-08-03-42
DIME Test ID: 2026-08-03-42-2
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: 2026-09-01

Test Results


Number of specimens tested: 3
Unit of the Ultimate Tensile Values: psi
Input Type: Measured
Tester's full name: Andrew Auvinen
Date of test: 09/01/2026
UTM: NA
Humidity: 0 %
Temperature: 0 f
Sample 1 Median Thickness: 0.085 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2600 psi
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.086 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2523 psi
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.086 in
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2533 psi
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2533 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/1/2026 ✔