Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210886 DEA: 050F7004 EFIS: 0500000049
QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-68-R17.4/R18.0
Work Description: WIDENING BRIDGE
Location Description: IN MONTEREY COUNTY ON ROUTE 68 NEARSALINAS FROM 0.2 MILE EAST OFRESERVATION ROAD UNDERCROSSING TO SPRECKELS BOULEVARD UNDERCROSSING
Contractor Name: VIKING CONSTRUCTION COMPANY, INC.
Contractor Address: 11315 Sunrise Gold Circle, Suite A, Rancho Cordova, CA 95742
Resident Engineer: Tyler Lavering Structure Rep.: Juan Moreno
DIME Sample ID: 2018-01-15-5
TL Number from the TL Form: NA
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: 01/15/2018
Date that the sample was received by the laboratory/organization performing the testing: 01/18/2018
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: Scougal Rubber
Mfg. Lot Number(s): 16445-1
Material/Compound/Elastomer ID: NA
Samples Representing: 2
Description (size): 3" x 12" x 12"
Comments: Unknown
Description (Number of Shims): 6
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: NA
DIME Test ID: 2018-01-15-5-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 01/22/2018
Date Tested: 01/19/2018
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:
|
Temperature
|
72 f
|
|
Humidity
|
50 %
|
|
Reading #1
|
52
|
|
Reading #2
|
52
|
|
Reading #3
|
53
|
|
Reading #4
|
52
|
|
Reading #5
|
53
|
|
Mean
|
52.4
|
DIME Test ID: 2018-01-15-5-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 01/22/2018
Date Tested: 01/19/2018
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
|
2KIP
|
|
Humidity
|
50 %
|
|
Temperature
|
72 F
|
|
Sample 1 Median Thickness
|
0.065 in
|
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 1 Ultimate Tensile
|
2515.3 lbf/in^2
|
|
Sample 1 Elongation (350% Min)
|
Pass
|
|
Sample 2 Median Thickness
|
0.065 in
|
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 2 Ultimate Tensile
|
2331.3 lbf/in^2
|
|
Sample 2 Elongation (350% Min)
|
Pass
|
|
Sample 3 Median Thickness
|
0.063 in
|
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 3 Ultimate Tensile
|
2468.4 lbf/in^2
|
|
Sample 3 Elongation (350% Min)
|
Pass
|
|
Median of the Ultimate Tensile Values
|
2468.4 lbf/in^2
|
DIME Test ID: 2018-01-15-5-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 01/22/2018
Date Tested: 01/19/2018
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
|
5
|
|
UTM
|
no data
|
|
Humidity
|
50 %
|
|
Temperature
|
72 F
|
|
Sample 1 Median Thickness
|
0.074 in
|
|
Sample 1 Tear Strength
|
162.2 lbf / in
|
|
Sample 2 Median Thickness
|
0.07 in
|
|
Sample 2 Tear Strength
|
214.3 lbf / in
|
|
Sample 3 Median Thickness
|
0.069 in
|
|
Sample 3 Tear Strength
|
217.4 lbf / in
|
|
Sample 4 Median Thickness
|
0.058 in
|
|
Sample 4 Tear Strength
|
189.7 lbf / in
|
|
Sample 5 Median Thickness
|
0.062 in
|
|
Sample 5 Tear Strength
|
209.7 lbf / in
|
|
Median of the Tear Strength Values
|
209.7 lb/in
|
DIME Test ID: 2018-01-15-5-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 02/16/2018
Date Tested: 02/16/2018
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:
DIME Test ID: 2018-01-15-5-5
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 01/22/2018
Date Tested: 01/22/2018
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:
