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Sample Record for 2024-01-03-28

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Project Information

Project ID: 994858 DEA: 010J6314 EFIS: 0120000030 QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-253-1.6/2.2
Work Description: Soda Creek Wall
Location Description: MENDOCINO COUNTY NEAR BOONVILLE FROM 0.1 MILE WEST OF SINGLEY CATTLEPASS TO 1.3 MILES WEST OF SODA CREEK BRIDGE (CONSTRUCT GROUND ANCHOR WALL, PLACE RSP, PLACE HMA AND AB.)
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 1324 South State Street, Ukiah, CA 95482
Resident Engineer: Dan Kraft Structure Rep.: Mostafa Bayoumi

Sample Information

DIME Sample ID: 2024-01-03-28
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: 01/03/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/10/2024
The quantity of what the sample constitutes: 45
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

Material Information

Mfg. Lot Number(s): 2527-11
Material/Compound/Elastomer ID: NA
Samples Representing: 45
Description (size): 1" X 8" X 12"
Comments:
Description (Number of Shims): 0
Type of Bearing Pad: Plain
Description (Thickness of Shims): NA
Manufacturer(s): Bridge Rubber Bearing
Batch Number: 135932
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2024-01-03-28-1
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 01/26/2024
Date Tested: 01/11/2024
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: complies
Additional Comments When Verified:
Temperature 72 f
Humidity 50 %
Reading #1 51
Reading #2 50
Reading #3 50
Reading #4 51
Reading #5 52
Mean 50.8

Test 2 of 4

DIME Test ID: 2024-01-03-28-2
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 01/26/2024
Date Tested: 01/11/2024
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
Unit of the Ultimate Tensile Values lbf per sqr in
UTM 2kip
Humidity 50.00 %
Temperature 72 F
Sample 1 Median Thickness 0.089
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2344.47 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.089
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2411.17 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.088
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2176.09 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Sample 4 Median Thickness 0.089
Sample 4 Thickness all Within 0.003 inch? Yes
Sample 4 Ultimate Tensile 2414.47 lbf/in^2
Sample 4 Elongation (350% Min) Pass
Sample 5 Median Thickness 0.089
Sample 5 Thickness all Within 0.003 inch? Yes
Sample 5 Ultimate Tensile 2320.92 lbf/in^2
Sample 5 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2344.5 lbf/in^2

Test 3 of 4

DIME Test ID: 2024-01-03-28-3
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 01/26/2024
Date Tested: 01/11/2024
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 2kip
Humidity 50.00 %
Temperature 72 F
Sample 1 Median Thickness 0.085
Sample 1 Tear Strength 223.1
Sample 2 Median Thickness 0.083
Sample 2 Tear Strength 228.4
Sample 3 Median Thickness 0.086
Sample 3 Tear Strength 222.5
Median of the Tear Strength Values 223.1 lb/in

Test 4 of 4

DIME Test ID: 2024-01-03-28-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 01/18/2024
Date Tested: 01/18/2024
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: complies
Additional Comments When Verified:
Result Pass