Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211774 DEA: 010B5404 EFIS: 0112000136
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-162-13.9,22.7
Work Description: REPAIR ROADWAY AND CONSTRUCT WALL
Location Description: MENDOCINO COUNTY NEAR DOS RIOS AT 1.2 MILES WEST OF MIDDLE FORK EEL RIVER BRIDGE AND AT 2.8 MILES EAST OF SAND BANK CREEK
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 1324 S. State Street, Ukiah, CA 95482
Resident Engineer: Dwayne Grandy Structure Rep.: Chandra Bapat
DIME Sample ID: 2017-05-26-4
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Acceptance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 05/26/2017
Date that the sample was received by the laboratory/organization performing the testing: 06/05/2017
The quantity of what the sample constitutes: 24
A brief description of the sample: 1x8x10 Beraing Pad
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Scougal Rubber
Mfg. Lot Number(s): 15637
Material/Compound/Elastomer ID: CP2527V CP2628A RS 7030
Samples Representing: 24
Description (size): 1 x 8 x 10
Comments:
Description (Number of Shims): 2
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: 0
DIME Test ID: 2017-05-26-4-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 06/12/2017
Date Tested: 06/05/2017
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
|
54
|
|
Reading #4
|
55
|
|
Reading #5
|
54
|
|
Mean
|
54.4
|
DIME Test ID: 2017-05-26-4-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 06/12/2017
Date Tested: 06/05/2017
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
|
2857.1 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
|
2623 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
|
2921.3 lbf/in^2
|
|
Sample 3 Elongation (350% Min)
|
Pass
|
|
Median of the Ultimate Tensile Values
|
2857.1 lbf/in^2
|
DIME Test ID: 2017-05-26-4-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 06/12/2017
Date Tested: 06/05/2017
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
|
0.069 in
|
|
Sample 1 Tear Strength
|
217.4 lbf / in
|
|
Sample 2 Median Thickness
|
0.069 in
|
|
Sample 2 Tear Strength
|
246.4 lbf / in
|
|
Sample 3 Median Thickness
|
0.07 in
|
|
Sample 3 Tear Strength
|
214.3 lbf / in
|
|
Median of the Tear Strength Values
|
217.4 lb/in
|
DIME Test ID: 2017-05-26-4-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 06/12/2017
Date Tested: 06/07/2017
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:
