Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212143 DEA: 101F1604 EFIS: 1016000107
QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-33,5-R16.6
Work Description: BRIDGE REPAIR
Location Description: MERCED COUNTY IN SANTA NELLA AT ROUTE 33/5 SEPARATION
Contractor Name: VIKING CONSTRUCTION COMPANY, INC.
Contractor Address: 11315 Sunrise Gold Circle, Suite A, Rancho Cordova, CA 95742
Resident Engineer: Muhammad Rahman Structure Rep.: George Samuel
DIME Sample ID: 2017-12-05-2
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: 12/05/2017
Date that the sample was received by the laboratory/organization performing the testing: 12/06/2017
The quantity of what the sample constitutes: 3
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): 16341-1
Material/Compound/Elastomer ID: NA
Samples Representing: 3
Description (size): 2"x 10"x 18"
Comments: Unknown
Description (Number of Shims): 4
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: NA
DIME Test ID: 2017-12-05-2-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 12/07/2017
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
|
53
|
Reading #2
|
53
|
Reading #3
|
52
|
Reading #4
|
52
|
Reading #5
|
53
|
Mean
|
52.6
|
DIME Test ID: 2017-12-05-2-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 12/07/2017
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
|
0.066 in
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
Sample 1 Ultimate Tensile
|
2424.2 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
|
2638 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
|
2638 lbf/in^2
|
Sample 3 Elongation (350% Min)
|
Pass
|
Median of the Ultimate Tensile Values
|
2638 lbf/in^2
|
DIME Test ID: 2017-12-05-2-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 12/07/2017
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
|
5
|
UTM
|
no data
|
Humidity
|
50 %
|
Temperature
|
72 F
|
Sample 1 Median Thickness
|
0.064 in
|
Sample 1 Tear Strength
|
203.1 lbf / in
|
Sample 2 Median Thickness
|
0.064 in
|
Sample 2 Tear Strength
|
171.9 lbf / in
|
Sample 3 Median Thickness
|
0.064 in
|
Sample 3 Tear Strength
|
203.1 lbf / in
|
Sample 4 Median Thickness
|
0.068 in
|
Sample 4 Tear Strength
|
220.6 lbf / in
|
Sample 5 Median Thickness
|
0.068 in
|
Sample 5 Tear Strength
|
250 lbf / in
|
Median of the Tear Strength Values
|
203.1 lb/in
|
DIME Test ID: 2017-12-05-2-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 12/07/2017
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: