Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994326 DEA: 051C3604 EFIS: 0512000134
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-217-0.9/1.4
Work Description: REPLACE BRIDGE.
Location Description: SANTA BARBARA COUNTY NEAR GOLETA FROM 0.2 MILE EAST OF GOLETA SLOUGH BRIDGE TO 0.4 MILE EAST OF SAN JOSE CREEK BRIDGE
Contractor Name: MCM CONSTRUCTION
Contractor Address: 6413 32nd Street, North Highlands, Ca 95660
Resident Engineer: Manny Yogarajah Structure Rep.: Alis Chhay
DIME Sample ID: 2023-04-14-34
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: 04/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/17/2023
The quantity of what the sample constitutes: 24
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: Bridge Rubber Bearing
Mfg. Lot Number(s): 2527-6
Material/Compound/Elastomer ID: NA
Samples Representing: 24
Description (size): 3.45" x 16" x 16"
Comments:
Description (Number of Shims): 6
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Bridge Rubber Bearing
Batch Number: 132252
DIME Test ID: 2023-04-14-34-1
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 05/11/2023
Date Tested: 05/01/2023
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
|
72 f
|
|
Humidity
|
50 %
|
|
Reading #1
|
51
|
|
Reading #2
|
50
|
|
Reading #3
|
50
|
|
Reading #4
|
51
|
|
Reading #5
|
51
|
|
Mean
|
50.6
|
DIME Test ID: 2023-04-14-34-2
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 05/11/2023
Date Tested: 04/28/2023
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
|
lbf per sqr in
|
|
UTM
|
2kip
|
|
Humidity
|
50.00 %
|
|
Temperature
|
72 F
|
|
Sample 1 Median Thickness
|
0.075
|
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 1 Ultimate Tensile
|
2742.24 lbf/in^2
|
|
Sample 1 Elongation (350% Min)
|
Pass
|
|
Sample 2 Median Thickness
|
0.073
|
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 2 Ultimate Tensile
|
2432.45 lbf/in^2
|
|
Sample 2 Elongation (350% Min)
|
Pass
|
|
Sample 3 Median Thickness
|
0.076
|
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 3 Ultimate Tensile
|
2435.61 lbf/in^2
|
|
Sample 3 Elongation (350% Min)
|
Pass
|
|
Median of the Ultimate Tensile Values
|
2435.6 lbf/in^2
|
DIME Test ID: 2023-04-14-34-3
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 05/11/2023
Date Tested: 04/28/2023
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
|
5
|
|
UTM
|
2kip
|
|
Humidity
|
50.00 %
|
|
Temperature
|
72 F
|
|
Sample 1 Median Thickness
|
0.076
|
|
Sample 1 Tear Strength
|
202.7
|
|
Sample 2 Median Thickness
|
0.077
|
|
Sample 2 Tear Strength
|
216.5
|
|
Sample 3 Median Thickness
|
0.075
|
|
Sample 3 Tear Strength
|
175.5
|
|
Sample 4 Median Thickness
|
0.078
|
|
Sample 4 Tear Strength
|
192.1
|
|
Sample 5 Median Thickness
|
0.078
|
|
Sample 5 Tear Strength
|
194.6
|
|
Median of the Tear Strength Values
|
194.6 lb/in
|
DIME Test ID: 2023-04-14-34-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 04/28/2023
Date Tested: 04/28/2023
Submitted By Organization: CT HQ - Sacramento Chemistry Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: sanchita.dey@dot.ca.gov
Organization Phone: (916) 227-7912
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
