Sample Record for 2025-06-19-50
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000478 DEA: 020K6404 EFIS: 0223000189
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-97-18.0/22.4
Work Description: CONSTRUCT WILDLIFE OVERPASS, INSTALL CULVERT, AND INSTALL FENCING.
Location Description: SISKIYOU COUNTY NEAR GRASS LAKE FROM 1.4 MILES NORTH OF DEER MOUNTAIN ROAD TO 0.6 MILE NORTH OF GRASS LAKE REST AREA
Contractor Name: MCCUEN CONSTRUCTION, INC.
Contractor Address: 3269 Swetzer Road, Loomis, CA 95650
Resident Engineer: Austin Henry Structure Rep.: Carlos Paz
Sample Information
DIME Sample ID: 2025-06-19-50
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (213) 505-4213
Type of Sample: Quality Assurance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 06/19/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/26/2025
The quantity of what the sample constitutes: 2
A brief description of the sample: Bearing Pad
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Scougal Rubber
Material Information
Mfg. Lot Number(s): 25801-1
Material/Compound/Elastomer ID: NA
Samples Representing: 72
Description (size): 2.3" x 12" x 15"
Comments:
Description (Number of Shims): 4
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: NA
Test Results
Test 1 of 4
DIME Test ID: 2025-06-19-50-1
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 07/10/2025
Date Tested: 07/10/2025
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
|
53
|
|
Reading #2
|
51
|
|
Reading #3
|
53
|
|
Reading #4
|
52
|
|
Reading #5
|
52
|
|
Mean
|
52.2
|
Test 2 of 4
DIME Test ID: 2025-06-19-50-2
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 07/10/2025
Date Tested: 07/10/2025
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
|
0.075 in
|
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 1 Ultimate Tensile
|
2493 psi
|
|
Sample 1 Elongation (350% Min)
|
Pass
|
|
Sample 2 Median Thickness
|
0.072 in
|
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 2 Ultimate Tensile
|
2804 psi
|
|
Sample 2 Elongation (350% Min)
|
Pass
|
|
Sample 3 Median Thickness
|
0.072 in
|
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 3 Ultimate Tensile
|
2692 psi
|
|
Sample 3 Elongation (350% Min)
|
Pass
|
|
Median of the Ultimate Tensile Values
|
2692 psi
|
Test 3 of 4
DIME Test ID: 2025-06-19-50-3
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 07/10/2025
Date Tested: 07/10/2025
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
|
0.07 in
|
|
Sample 1 Tear Strength
|
406 lb/in
|
|
Sample 2 Median Thickness
|
0.08 in
|
|
Sample 2 Tear Strength
|
371 lb/in
|
|
Sample 3 Median Thickness
|
0.078 in
|
|
Sample 3 Tear Strength
|
379 lb/in
|
|
Median of the Tear Strength Values
|
379 lb/in
|
Test 4 of 4
DIME Test ID: 2025-06-19-50-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 07/10/2025
Date Tested: 07/10/2025
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:
