Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211221 DEA: 010A1004 EFIS: 0112000023
QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-VAR
Work Description: BRIDGE SEISMIC RETROFIT AND CLEAN AND PAINT BRIDGE.
Location Description: DEL NORTE COUNTY AT VARIOUS LOCATIONS
Contractor Name: Steelhead Constructors
Contractor Address: PO Box 997, Palo Cedro, CA 96073
Resident Engineer: Clayton Malmberg Structure Rep.: Runnion Josh
DIME Sample ID: 2016-08-12-11
TL Number from the TL Form: C740864
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: 08/12/2016
Date that the sample was received by the laboratory/organization performing the testing: 08/15/2016
The quantity of what the sample constitutes: 1
A brief description of the sample: Bearing Pad
From where was the sample collected: Distributor
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dynatect
Mfg. Lot Number(s): 071916
Material/Compound/Elastomer ID: 340313
Samples Representing: 13
Description (size): 2in x 4in x 6in
Comments: Unknown
Description (Number of Shims): 4
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Dynatect
Batch Number: RL305502
DIME Test ID: 2016-08-12-11-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 08/31/2016
Date Tested: 08/25/2016
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:
Additional Comments When Verified:
Temperature
|
72 f
|
Humidity
|
50 %
|
Reading #1
|
54
|
Reading #2
|
53
|
Reading #3
|
53
|
Reading #4
|
54
|
Reading #5
|
53
|
Mean
|
53.4
|
DIME Test ID: 2016-08-12-11-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 08/31/2016
Date Tested: 08/25/2016
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:
Additional Comments When Verified:
Number of specimens tested
|
3
|
Unit of the Ultimate Tensile Values
|
lbf per sqr in
|
UTM
|
2KIP
|
Humidity
|
50 %
|
Temperature
|
71 F
|
Sample 1 Median Thickness
|
0.075 in
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
Sample 1 Ultimate Tensile
|
3031.9 lbf/in^2
|
Sample 1 Elongation (350% Min)
|
Pass
|
Sample 2 Median Thickness
|
0.076 in
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
Sample 2 Ultimate Tensile
|
3210.5 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
|
3067.5 lbf/in^2
|
Sample 3 Elongation (350% Min)
|
Pass
|
Median of the Ultimate Tensile Values
|
3067.5 lbf/in^2
|
DIME Test ID: 2016-08-12-11-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 08/31/2016
Date Tested: 08/25/2016
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:
Additional Comments When Verified:
Number of specimens tested
|
3
|
UTM
|
no data
|
Humidity
|
50 %
|
Temperature
|
71 F
|
Sample 1 Median Thickness
|
0.072 in
|
Sample 1 Tear Strength
|
250 lbf / in
|
Sample 2 Median Thickness
|
0.076 in
|
Sample 2 Tear Strength
|
263.2 lbf / in
|
Sample 3 Median Thickness
|
0.078 in
|
Sample 3 Tear Strength
|
256.4 lbf / in
|
Median of the Tear Strength Values
|
256.4 lb/in
|
DIME Test ID: 2016-08-12-11-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 08/31/2016
Date Tested: 08/26/2016
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: