Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211004 DEA: 05330784 EFIS: 0512000076
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-46-46.0/50.2
Work Description: CONVERT 2-LANE TO 4 LANE EXPRESSWAY.
Location Description: NEAR SHANDON FROM 0.2 MILE EAST OF MCMILLIAN CANYON ROAD TO 0.4 MILE WEST OF LUCY BROWN ROAD
Contractor Name: BROSAMER & WALL, INC.
Contractor Address: 1777 Oakland Blvd., Suite 300, Walnut Creek, CA 94596
Resident Engineer: Amy Norris Structure Rep.: Nick Heisdorf
DIME Sample ID: 2016-06-20-5
TL Number from the TL Form: Unknown
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: 06/20/2016
Date that the sample was received by the laboratory/organization performing the testing: 06/22/2016
The quantity of what the sample constitutes: 1
A brief description of the sample: Bearing Pad
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Scougal Rubber
Mfg. Lot Number(s): 14862 1
Material/Compound/Elastomer ID: NA
Samples Representing: 1
Description (size): 4in x 24in x 24in
Comments: Unknown
Description (Number of Shims): 8
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: NA
DIME Test ID: 2016-06-20-5-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 07/07/2016
Date Tested: 06/28/2016
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
|
72 f
|
Humidity
|
50 %
|
Reading #1
|
54
|
Reading #2
|
55
|
Reading #3
|
55
|
Reading #4
|
56
|
Reading #5
|
55
|
Mean
|
55
|
DIME Test ID: 2016-06-20-5-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 07/07/2016
Date Tested: 06/28/2016
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:
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
|
0.075 in
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
Sample 1 Ultimate Tensile
|
3191.5 lbf/in^2
|
Sample 1 Elongation (350% Min)
|
Pass
|
Sample 2 Median Thickness
|
0.073 in
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
Sample 2 Ultimate Tensile
|
3497.3 lbf/in^2
|
Sample 2 Elongation (350% Min)
|
Pass
|
Sample 3 Median Thickness
|
0.072 in
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
Sample 3 Ultimate Tensile
|
3388.9 lbf/in^2
|
Sample 3 Elongation (350% Min)
|
Pass
|
Median of the Ultimate Tensile Values
|
3388.9 lbf/in^2
|
DIME Test ID: 2016-06-20-5-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 07/07/2016
Date Tested: 06/28/2016
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:
Number of specimens tested
|
3
|
UTM
|
2KIP
|
Humidity
|
50 %
|
Temperature
|
72 F
|
Sample 1 Median Thickness
|
0.076 in
|
Sample 1 Tear Strength
|
210.5 lbf / in
|
Sample 2 Median Thickness
|
0.07 in
|
Sample 2 Tear Strength
|
257.1 lbf / in
|
Sample 3 Median Thickness
|
0.081 in
|
Sample 3 Tear Strength
|
246.9 lbf / in
|
Median of the Tear Strength Values
|
246.9 lb/in
|
DIME Test ID: 2016-06-20-5-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 07/07/2016
Date Tested: 07/05/2016
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: