Sample Record for 2018-04-13-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212741 DEA: 020E1804 EFIS: 0200000022
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-89-29.8/30.2
Work Description: BRIDGE REPLACEMENT
Location Description: PLUMAS COUNTY NEAR CANYON DAM FROM 0.2 MILE SOUTH TO 0.3 MILE NORTH OF LAKE ALMANOR SPILLWAY
Contractor Name: Q&D CONSTRUCTION, INC.
Contractor Address: P.O Box 10865, Reno, NV 89510
Resident Engineer: Ryan Johnson Structure Rep.: Matt Crete
Sample Information
DIME Sample ID: 2018-04-13-1
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Quality Assurance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 04/13/2018
Date that the sample was received by the laboratory/organization performing the testing: 04/19/2018
The quantity of what the sample constitutes: 11
A brief description of the sample: Elastomeric 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): 16531-1
Material/Compound/Elastomer ID: CP2527V55DuroNeoGr3
Samples Representing: 11
Description (size): 3"x 12"x 20"
Comments: Unknown
Description (Number of Shims): 6
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: CP2527V55DuroNeoGr3
Test Results
Test 1 of 4
DIME Test ID: 2018-04-13-1-1
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 04/25/2018
Date Tested: 04/19/2018
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
|
11KIP
|
Humidity
|
50 %
|
Temperature
|
no data f
|
Sample 1 Median Thickness
|
0.064 in
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
Sample 1 Ultimate Tensile
|
2818.8 lbf/in^2
|
Sample 1 Elongation (350% Min)
|
Pass
|
Sample 2 Median Thickness
|
0.068 in
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
Sample 2 Ultimate Tensile
|
2617.6 lbf/in^2
|
Sample 2 Elongation (350% Min)
|
Pass
|
Sample 3 Median Thickness
|
0.065 in
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
Sample 3 Ultimate Tensile
|
2509.2 lbf/in^2
|
Sample 3 Elongation (350% Min)
|
Pass
|
Median of the Ultimate Tensile Values
|
2617.6 lbf/in^2
|
Test 2 of 4
DIME Test ID: 2018-04-13-1-2
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 04/25/2018
Date Tested: 04/20/2018
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
|
70 f
|
Humidity
|
50 %
|
Reading #1
|
51
|
Reading #2
|
51
|
Reading #3
|
51
|
Reading #4
|
51
|
Reading #5
|
50
|
Mean
|
50.8
|
Test 3 of 4
DIME Test ID: 2018-04-13-1-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 04/25/2018
Date Tested: 04/20/2018
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
|
no data f
|
Sample 1 Median Thickness
|
0.068 in
|
Sample 1 Tear Strength
|
232.4 lbf / in
|
Sample 2 Median Thickness
|
0.066 in
|
Sample 2 Tear Strength
|
237.9 lbf / in
|
Sample 3 Median Thickness
|
0.066 in
|
Sample 3 Tear Strength
|
210.6 lbf / in
|
Median of the Tear Strength Values
|
232.4 lb/in
|
Test 4 of 4
DIME Test ID: 2018-04-13-1-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 04/25/2018
Date Tested: 04/24/2018
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: