Sample Record for 2019-08-07-16
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213583 DEA: 060H2004 EFIS: 0612000157
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-201,216-12.5,21.2,18.7
Work Description: BRIDGE WIDENING, UPGRADE LANES AND OUTSIDE SHOULDERS.
Location Description: TULARE COUNTY NEAR CUTLER ON ROUTE 201 AT SAND CREEK BRIDGE AND AT FRIANT KERN CANAL BRIDGE AND NEAR WOODLAKE ON ROUTE 216 AT KAWEAH RIVER BRIDGE
Contractor Name: VIKING CONSTRUCTION COMPANY, INC.
Contractor Address: P.O. Box 1508, Rancho Cordova, CA 95741
Resident Engineer: Donald Hiura Structure Rep.: Peter Moua
Sample Information
DIME Sample ID: 2019-08-07-16
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: 08/07/2019
Date that the sample was received by the laboratory/organization performing the testing: 08/12/2019
The quantity of what the sample constitutes: 8
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
Material Information
Mfg. Lot Number(s): 17490-1
Material/Compound/Elastomer ID: na
Samples Representing: 8
Description (size): 2" x 9" x 12"
Comments: Unknown
Description (Number of Shims): 4
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: 2019-08-07-16-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 09/04/2019
Date Tested: 08/13/2019
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
|
51
|
|
Reading #2
|
51
|
|
Reading #3
|
50
|
|
Reading #4
|
50
|
|
Reading #5
|
50
|
|
Mean
|
50.4
|
Test 2 of 4
DIME Test ID: 2019-08-07-16-3
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: 08/15/2019
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
|
0.061
|
|
Sample 1 Tear Strength
|
237.06
|
|
Sample 2 Median Thickness
|
0.059
|
|
Sample 2 Tear Strength
|
242.5
|
|
Sample 3 Median Thickness
|
0.062
|
|
Sample 3 Tear Strength
|
234.56
|
|
Median of the Tear Strength Values
|
237.06 lb/in
|
Test 3 of 4
DIME Test ID: 2019-08-07-16-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 08/14/2019
Date Tested: 08/14/2019
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: complies
Additional Comments When Verified:
Test 4 of 4
DIME Test ID: 2019-08-07-16-5
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
|
0.063
|
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 1 Ultimate Tensile
|
2510 lbf/in^2
|
|
Sample 1 Elongation (350% Min)
|
Pass
|
|
Sample 2 Median Thickness
|
0.066
|
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 2 Ultimate Tensile
|
2602 lbf/in^2
|
|
Sample 2 Elongation (350% Min)
|
Pass
|
|
Sample 3 Median Thickness
|
0.065
|
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 3 Ultimate Tensile
|
2566 lbf/in^2
|
|
Sample 3 Elongation (350% Min)
|
Pass
|
|
Median of the Ultimate Tensile Values
|
2566 lbf/in^2
|
