Sample Record for 2026-06-22-74
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001194 DEA: 051H4404 EFIS: 0516000074
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB,SLO-1-50.3/50.6,0.0/0.3
Work Description: SANTA MARIA RIVER BRIDGE (REPLACE).
Location Description: SANTA BARBARA AND SAN LUIS OBISPO COUNTIES IN AND NEAR GUADALUPE AT SANTA MARIA RIVER BRIDGE
Contractor Name: M.C.M. CONSTRUCTION, INC.
Contractor Address: 6413 32nd Street, North Highlands, Ca 95660
Resident Engineer: Jacob Cooper Structure Rep.: Sal Heredia
Sample Information
DIME Sample ID: 2026-06-22-74
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: 06/22/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/07/2026
The quantity of what the sample constitutes: 180
A brief description of the sample: Bearing Pad w/4 14ga shims
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Scougal Rubber
Material Information
Mfg. Lot Number(s): 27989-1
Material/Compound/Elastomer ID: NA
Samples Representing: 180
Description (size): 2.3" X 12" X 20"
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
DIME Test ID: 2026-06-22-74-1
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 08/04/2026
Date Tested: 08/03/2026
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: complies
Additional Comments When Verified:
|
Temperature
|
0 f
|
|
Humidity
|
0 %
|
|
Reading #1
|
50
|
|
Reading #2
|
50
|
|
Reading #3
|
52
|
|
Reading #4
|
51
|
|
Reading #5
|
50
|
|
Mean
|
50.7
|
Test
DIME Test ID: 2026-06-22-74-2
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 08/04/2026
Date Tested: 08/03/2026
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: complies
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
|
0.077 in
|
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 1 Ultimate Tensile
|
2534 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
|
2720 psi
|
|
Sample 2 Elongation (350% Min)
|
Pass
|
|
Sample 3 Median Thickness
|
0.081 in
|
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 3 Ultimate Tensile
|
2740 psi
|
|
Sample 3 Elongation (350% Min)
|
Pass
|
|
Median of the Ultimate Tensile Values
|
2720 psi
|
Test
DIME Test ID: 2026-06-22-74-3
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 08/04/2026
Date Tested: 08/03/2026
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: complies
Additional Comments When Verified:
|
Number of specimens tested
|
3
|
|
UTM
|
NA
|
|
Humidity
|
0 %
|
|
Temperature
|
0 f
|
|
Sample 1 Median Thickness
|
0.076 in
|
|
Sample 1 Tear Strength
|
217 lb/in
|
|
Sample 2 Median Thickness
|
0.072 in
|
|
Sample 2 Tear Strength
|
218 lb/in
|
|
Sample 3 Median Thickness
|
0.068 in
|
|
Sample 3 Tear Strength
|
219 lb/in
|
|
Median of the Tear Strength Values
|
218 lb/in
|
Test
DIME Test ID: 2026-06-22-74-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 08/04/2026
Date Tested: 08/03/2026
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: complies
Additional Comments When Verified:
