Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000403 DEA: 120K91U4 EFIS: 1222000031
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-91-R9.2/R11.4
Work Description: CONST BRIDGES, RW, SW, PAVEMENT, DRAINAGE AND ELECTRICAL SYSTEMS.
Location Description: ORANGE COUNTY IN ANAHEIM FROM 0.9 MILE WEST TO 1.3 MILES EAST OF LAKEVIEW AVENUE OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 16700 Valley View Avenue Suite 300
Resident Engineer: Steve Kinaly Structure Rep.: Wei-Jen Lee
DIME Sample ID: 2025-06-25-41
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 06/25/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/30/2025
The quantity of what the sample constitutes: 27
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
Mfg. Lot Number(s): 25970-1
Material/Compound/Elastomer ID: 2 527
Samples Representing: 23
Description (size): 6.33" x 18" x 22"
Comments:
Description (Number of Shims): 11
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: NA
DIME Test ID: 2025-06-25-41-1
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 07/30/2025
Date Tested: 07/30/2025
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Temperature
|
0 f
|
|
Humidity
|
0 %
|
|
Reading #1
|
52
|
|
Reading #2
|
58
|
|
Reading #3
|
53
|
|
Reading #4
|
52
|
|
Reading #5
|
52
|
|
Mean
|
53.4
|
DIME Test ID: 2025-06-25-41-2
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 07/30/2025
Date Tested: 07/30/2025
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
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
|
0.068 in
|
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 1 Ultimate Tensile
|
2797 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
|
2807 psi
|
|
Sample 2 Elongation (350% Min)
|
Pass
|
|
Sample 3 Median Thickness
|
0.076 in
|
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 3 Ultimate Tensile
|
2806 psi
|
|
Sample 3 Elongation (350% Min)
|
Pass
|
|
Median of the Ultimate Tensile Values
|
2806 psi
|
DIME Test ID: 2025-06-25-41-3
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 07/30/2025
Date Tested: 07/30/2025
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
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
|
0.069 in
|
|
Sample 1 Tear Strength
|
376 lb/in
|
|
Sample 2 Median Thickness
|
0.073 in
|
|
Sample 2 Tear Strength
|
385 lb/in
|
|
Sample 3 Median Thickness
|
0.071 in
|
|
Sample 3 Tear Strength
|
392 lb/in
|
|
Median of the Tear Strength Values
|
385 lb/in
|
DIME Test ID: 2025-06-25-41-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 07/30/2025
Date Tested: 07/30/2025
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
