Sample Record for 2017-11-29-17
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211513 DEA: 120M4904 EFIS: 1212000090
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5-1.2/2.2
Work Description: WIDEN FWY AND BRIDGE AND CONSTRUCT RW, SOUND WALL, AND CONC BARRIERS.
Location Description: ORANGE COUNTY IN SAN CLEMENTE FROM 0.1 MILE NORTH OF AVENIDA MENDOCINO OVERCROSSING TO 0.2 MILE SOUTH OF AVENIDA PRESIDIO UNDERCROSSING
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 8555 Banana Ave, Fontana, CA 92335
Resident Engineer: Steve Kinaly Structure Rep.: Imad Karam
Sample Information
DIME Sample ID: 2017-11-29-17
TL Number from the TL Form: C741439
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: 11/29/2017
Date that the sample was received by the laboratory/organization performing the testing: 12/04/2017
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: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dynatect Cal Neva
Material Information
Mfg. Lot Number(s): 112717
Material/Compound/Elastomer ID: NA
Samples Representing: 1
Description (size): 1" x 6" x 8"
Comments: Unknown
Description (Number of Shims): 2
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Dynatect
Batch Number: NA
Test Results
Test 1 of 4
DIME Test ID: 2017-11-29-17-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 12/08/2017
Date Tested: 12/06/2017
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: 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
|
55
|
|
Reading #2
|
54
|
|
Reading #3
|
55
|
|
Reading #4
|
55
|
|
Reading #5
|
54
|
|
Mean
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54.6
|
Test 2 of 4
DIME Test ID: 2017-11-29-17-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 12/08/2017
Date Tested: 12/06/2017
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: 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 %
|
|
Temperature
|
72 F
|
|
Sample 1 Median Thickness
|
0.07 in
|
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 1 Ultimate Tensile
|
4000 lbf/in^2
|
|
Sample 1 Elongation (350% Min)
|
Pass
|
|
Sample 2 Median Thickness
|
0.07 in
|
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 2 Ultimate Tensile
|
3714.3 lbf/in^2
|
|
Sample 2 Elongation (350% Min)
|
Pass
|
|
Sample 3 Median Thickness
|
0.071 in
|
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 3 Ultimate Tensile
|
3651.7 lbf/in^2
|
|
Sample 3 Elongation (350% Min)
|
Pass
|
|
Median of the Ultimate Tensile Values
|
3714.3 lbf/in^2
|
Test 3 of 4
DIME Test ID: 2017-11-29-17-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 12/08/2017
Date Tested: 12/06/2017
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: 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
|
no data
|
|
Humidity
|
50 %
|
|
Temperature
|
72 F
|
|
Sample 1 Median Thickness
|
0.066 in
|
|
Sample 1 Tear Strength
|
272.7 lbf / in
|
|
Sample 2 Median Thickness
|
0.067 in
|
|
Sample 2 Tear Strength
|
283.6 lbf / in
|
|
Sample 3 Median Thickness
|
0.074 in
|
|
Sample 3 Tear Strength
|
270.3 lbf / in
|
|
Median of the Tear Strength Values
|
272.7 lb/in
|
Test 4 of 4
DIME Test ID: 2017-11-29-17-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 12/08/2017
Date Tested: 12/07/2017
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
