Sample Record for 2026-06-09-4
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001469 DEA: 120K62U4 EFIS: 1224000090
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA,-5-R25.8/30.3
Work Description: CONST BRIDGE, RW, SW, PAVEMENT, DRAINAGE, AND ELECTRICAL SYSTEMS.
Location Description: ORANGE COUNTY IN IRVINE AND TUSTIN FROM YALE AVENUE OVERCROSSING TO ROUTE 5/55 SEPARATION
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 16700 Valley View Avenue Suite 300, La Mirada, CA 90638
Resident Engineer: Carter Cox Structure Rep.: Younho Rew
Sample Information
DIME Sample ID: 2026-06-09-4
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 06/09/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/15/2026
The quantity of what the sample constitutes: 35
A brief description of the sample: 2.3" x 12" x 24" W/14Ga shims
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Scougal Rubber
Material Information
Mfg. Lot Number(s): 27541-1
Material/Compound/Elastomer ID: NA
Samples Representing: 35
Description (size): 2.3" x 12" x 24"
Comments:
Description (Number of Shims): 4
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougle Rubber
Batch Number: NA
Test Results
Test
DIME Test ID: 2026-06-09-4-1
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 07/09/2026
Date Tested: 07/09/2026
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Temperature
|
0 f
|
|
Humidity
|
0 %
|
|
Reading #1
|
50
|
|
Reading #2
|
50
|
|
Reading #3
|
51
|
|
Reading #4
|
50
|
|
Reading #5
|
50
|
|
Mean
|
50.7
|
Test
DIME Test ID: 2026-06-09-4-2
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 07/09/2026
Date Tested: 07/09/2026
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of specimens tested
|
3
|
|
Unit of the Ultimate Tensile Values
|
psi
|
|
UTM
|
NA
|
|
Humidity
|
0 %
|
|
Temperature
|
0 f
|
|
Sample 1 Median Thickness
|
0.061 in
|
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 1 Ultimate Tensile
|
2580 psi
|
|
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
|
2473 psi
|
|
Sample 2 Elongation (350% Min)
|
Pass
|
|
Sample 3 Median Thickness
|
0.064 in
|
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 3 Ultimate Tensile
|
2619 psi
|
|
Sample 3 Elongation (350% Min)
|
Pass
|
|
Median of the Ultimate Tensile Values
|
2580 psi
|
Test
DIME Test ID: 2026-06-09-4-3
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 07/09/2026
Date Tested: 07/09/2026
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of specimens tested
|
3
|
|
UTM
|
NA
|
|
Humidity
|
0 %
|
|
Temperature
|
0 f
|
|
Sample 1 Median Thickness
|
0.066 in
|
|
Sample 1 Tear Strength
|
224 lb/in
|
|
Sample 2 Median Thickness
|
0.066 in
|
|
Sample 2 Tear Strength
|
199 lb/in
|
|
Sample 3 Median Thickness
|
0.064 in
|
|
Sample 3 Tear Strength
|
231 lb/in
|
|
Median of the Tear Strength Values
|
224 lb/in
|
Test
DIME Test ID: 2026-06-09-4-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 07/09/2026
Date Tested: 07/09/2026
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
