Sample Record for 2026-03-03-48
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000916 DEA: 120U5904 EFIS: 1223000120
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-73-10.3/R26.8
Work Description: APPLY METHACRYLATE, REPLACE JOINT SEALS & BEARING PADS.
Location Description: ORANGE COUNTY AT VARIOUS LOCATIONS FROM S73-S5 CONNECTOR VIADUCT IN LAGUNA NIGUEL TO BRISTOL STREET UNDERCROSSING IN COSTA MESA
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 Construction Circle West Irvine, Irvine, CA, 92606
Resident Engineer: Mona Shahidi Structure Rep.: Michael Yee
Sample Information
DIME Sample ID: 2026-03-03-48
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: 03/03/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/12/2026
The quantity of what the sample constitutes: 7
A brief description of the sample: Bearing Pad w/ 10 14GA Shims
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dynamic Rubber
Material Information
Mfg. Lot Number(s): CR55-003-E
Material/Compound/Elastomer ID: NA
Samples Representing: 7
Description (size): 5.75" x 15" x 15"
Comments:
Description (Number of Shims): 10
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Dynamic Rubber
Batch Number: 314-KMC
Test Results
Test
DIME Test ID: 2026-03-03-48-1
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 03/26/2026
Date Tested: 03/26/2026
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
|
52
|
|
Reading #2
|
54
|
|
Reading #3
|
51
|
|
Reading #4
|
51
|
|
Reading #5
|
53
|
|
Mean
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52.8
|
Test
DIME Test ID: 2026-03-03-48-2
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 03/26/2026
Date Tested: 03/26/2026
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
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0.078 in
|
|
Sample 1 Thickness all Within 0.003 inch?
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Yes
|
|
Sample 1 Ultimate Tensile
|
2446 psi
|
|
Sample 1 Elongation (350% Min)
|
Pass
|
|
Sample 2 Median Thickness
|
0.07 in
|
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 2 Ultimate Tensile
|
2698 psi
|
|
Sample 2 Elongation (350% Min)
|
Pass
|
|
Sample 3 Median Thickness
|
0.07 in
|
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 3 Ultimate Tensile
|
2651 psi
|
|
Sample 3 Elongation (350% Min)
|
Pass
|
|
Median of the Ultimate Tensile Values
|
2651 psi
|
Test
DIME Test ID: 2026-03-03-48-3
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 03/26/2026
Date Tested: 03/26/2026
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
|
0.091 in
|
|
Sample 1 Tear Strength
|
255 lb/in
|
|
Sample 2 Median Thickness
|
0.08 in
|
|
Sample 2 Tear Strength
|
257 lb/in
|
|
Sample 3 Median Thickness
|
0.076 in
|
|
Sample 3 Tear Strength
|
245 lb/in
|
|
Median of the Tear Strength Values
|
255 lb/in
|
Test
DIME Test ID: 2026-03-03-48-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 03/26/2026
Date Tested: 03/26/2026
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:
