Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212596 DEA: 100L0204 EFIS: 1013000053
QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ,STA-99-0.0-0.7:24.4-24.8
Work Description: Partial Bridge Replacement
Location Description: ON ROUTE 99 IN RIPON AT THE COUNTY LINE OF SAN JOAQUIN COUNTY AND STANISLAUS COUNTY AT THE STANISLAUS RIVER BRIDGES (29-0013L/R).
Contractor Name: MCM Construction
Contractor Address: 6413 32ND STREET P.O. Box 620, North Highlands, CA 95660
Resident Engineer: Harminder Deol Structure Rep.: George Samuel
DIME Sample ID: 2019-08-21-8
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: 08/21/2019
Date that the sample was received by the laboratory/organization performing the testing: 08/21/2019
The quantity of what the sample constitutes: 1
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: DS Brown
Mfg. Lot Number(s): 1057402-2A
Material/Compound/Elastomer ID: na
Samples Representing: 29
Description (size): 10" X 10" X 1.149"
Comments: Unknown
Description (Number of Shims): 2
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): DS Brown
Batch Number: na
DIME Test ID: 2019-08-21-8-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 09/04/2019
Date Tested: 08/28/2019
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
|
52
|
Reading #2
|
50
|
Reading #3
|
50
|
Reading #4
|
51
|
Reading #5
|
50
|
Mean
|
50.6
|
DIME Test ID: 2019-08-21-8-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 09/04/2019
Date Tested: 08/28/2019
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
|
0.066
|
Sample 1 Tear Strength
|
246.17
|
Sample 2 Median Thickness
|
0.067
|
Sample 2 Tear Strength
|
248.3
|
Sample 3 Median Thickness
|
0.063
|
Sample 3 Tear Strength
|
248.45
|
Median of the Tear Strength Values
|
248.3 lb/in
|
DIME Test ID: 2019-08-21-8-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 08/28/2019
Date Tested: 08/28/2019
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:
DIME Test ID: 2019-08-21-8-5
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 09/04/2019
Date Tested: 09/04/2019
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
|
0.067
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
Sample 1 Ultimate Tensile
|
2320.05 lbf/in^2
|
Sample 1 Elongation (350% Min)
|
Pass
|
Sample 2 Median Thickness
|
0.067
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
Sample 2 Ultimate Tensile
|
2389.83 lbf/in^2
|
Sample 2 Elongation (350% Min)
|
Pass
|
Sample 3 Median Thickness
|
0.06
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
Sample 3 Ultimate Tensile
|
2957.81 lbf/in^2
|
Sample 3 Elongation (350% Min)
|
Pass
|
Median of the Ultimate Tensile Values
|
2389.8 lbf/in^2
|