Sample Record for 2017-08-28-10
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211616 DEA: 050G0404 EFIS: 0500020020
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO,MON-101-63.2/R69.3,R0.0/R1.9
Work Description: ROADWAY REHABILITATION AND BRIDGE CONSTRUCTION.
Location Description: SAN LUIS OBISPO AND MONTERY COUNTIES NEAR PASO ROBLES FROM 0.5 MILE SOUTH OF SAN MARCOS CREEK BRIDGE TO 0.2 MILE SOUTH OF BRADLEY ROAD OVERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 9050 NORRIS AVENUE, SUN VALLEY, CA 91352
Resident Engineer: Andrew Borrelli Structure Rep.: Garret Hilton
Sample Information
DIME Sample ID: 2017-08-28-10
TL Number from the TL Form: NA
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 08/28/2017
Date that the sample was received by the laboratory/organization performing the testing: 09/01/2017
The quantity of what the sample constitutes: 13
A brief description of the sample: Bearing Pad
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Scougal Rubber
Material Information
Mfg. Lot Number(s): 15521-1, 15521-5
Material/Compound/Elastomer ID: NA
Samples Representing: 1
Description (size): 2.5" x 10" x 12"
Comments: Unknown
Description (Number of Shims): 5
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: NA
Test Results
Test 1 of 4
DIME Test ID: 2017-08-28-10-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 09/11/2017
Date Tested: 09/05/2017
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Temperature
|
72 f
|
|
Humidity
|
50 %
|
|
Reading #1
|
53
|
|
Reading #2
|
52
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|
Reading #3
|
52
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|
Reading #4
|
53
|
|
Reading #5
|
52
|
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Mean
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52.4
|
Test 2 of 4
DIME Test ID: 2017-08-28-10-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 09/11/2017
Date Tested: 09/05/2017
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
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
|
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Humidity
|
50 %
|
|
Temperature
|
72 F
|
|
Sample 1 Median Thickness
|
0.065 in
|
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
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Sample 1 Ultimate Tensile
|
2760.7 lbf/in^2
|
|
Sample 1 Elongation (350% Min)
|
Pass
|
|
Sample 2 Median Thickness
|
0.064 in
|
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 2 Ultimate Tensile
|
2687.5 lbf/in^2
|
|
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
|
2857.1 lbf/in^2
|
|
Sample 3 Elongation (350% Min)
|
Pass
|
|
Median of the Ultimate Tensile Values
|
2760.7 lbf/in^2
|
Test 3 of 4
DIME Test ID: 2017-08-28-10-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 09/11/2017
Date Tested: 09/05/2017
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of specimens tested
|
5
|
|
UTM
|
no data
|
|
Humidity
|
50 %
|
|
Temperature
|
72 F
|
|
Sample 1 Median Thickness
|
0.06 in
|
|
Sample 1 Tear Strength
|
200 lbf / in
|
|
Sample 2 Median Thickness
|
0.063 in
|
|
Sample 2 Tear Strength
|
174.6 lbf / in
|
|
Sample 3 Median Thickness
|
0.066 in
|
|
Sample 3 Tear Strength
|
197 lbf / in
|
|
Sample 4 Median Thickness
|
0.067 in
|
|
Sample 4 Tear Strength
|
238.8 lbf / in
|
|
Sample 5 Median Thickness
|
0.067 in
|
|
Sample 5 Tear Strength
|
238.8 lbf / in
|
|
Median of the Tear Strength Values
|
200 lb/in
|
Test 4 of 4
DIME Test ID: 2017-08-28-10-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 09/11/2017
Date Tested: 09/08/2017
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
