Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 209175 DEA: 030F2204 EFIS: 0300000072
QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-50-R30.7/R31.7
Work Description: REPLACE BRIDGE.
Location Description: SLY PARK UNDERCROSSING
Contractor Name: VIKING CONSTRUCTION COMPANY, INC.
Contractor Address: P.O. Box 1508 , Rancho Cordova, CA 95741
Resident Engineer: Jarrett Woodruff Structure Rep.: Brandon Miller
DIME Sample ID: 2014-05-23-13000954
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Sacramento Sanders Structures Construction Field Office
Sample Organization Contact: (916) 505-6839
Type of Sample: Verification
Type of Material: Concrete
Sample Taken Date: 05/23/2014
Date that the sample was received by the laboratory/organization performing the testing: 05/28/2014
The quantity of what the sample constitutes: 8 Cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier: 25 0042
Structure name: Sly Park Rd UC
The fabricator/manufacturer/facility name: Jobsite
The concrete mix design number: F628AFST0
The truck number from where the sample was collected: 17
The batch plant ticket number from where the sample was collected: 1043371
Concrete batch plant: 1B
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Discharge from concrete truck into wheelbarrow.
Where the material sample would have been placed if not sampled: Stage 1 Abutment 1 Footing
From Lot No.:
Bag Lot No.:
DIME Test ID: 2014-05-23-13000954-1
Test Method: ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 06/06/2014
Date Tested: 05/23/2014
Submitted By Organization: CT D03 - Sacramento Sanders Structures Construction Field Office
Organization Address: 3976 Durock Road, Suite 102,
Organization City: Shingle Springs
Organization State: CA
Organization Zipcode: 95686
Organization Email: brandon.miller@dot.ca.gov
Organization Phone: (530) 821-8266
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
DIME Test ID: 2014-05-23-13000954-2
Test Method: ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 06/06/2014
Date Tested: 05/23/2014
Submitted By Organization: CT D03 - Sacramento Sanders Structures Construction Field Office
Organization Address: 3976 Durock Road, Suite 102,
Organization City: Shingle Springs
Organization State: CA
Organization Zipcode: 95686
Organization Email: brandon.miller@dot.ca.gov
Organization Phone: (530) 821-8266
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
DIME Test ID: 2014-05-23-13000954-3
Test Method: ASTM C138-10b: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 06/06/2014
Date Tested: 05/23/2014
Submitted By Organization: CT D03 - Sacramento Sanders Structures Construction Field Office
Organization Address: 3976 Durock Road, Suite 102,
Organization City: Shingle Springs
Organization State: CA
Organization Zipcode: 95686
Organization Email: brandon.miller@dot.ca.gov
Organization Phone: (530) 821-8266
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
|
Identification of concrete represented by the sample
|
F628AFST0 Stage 1 Abutment 1 Footing
|
|
Volume of the measure
|
0.5 ft^3
|
|
Density of concrete
|
152.1 lb/ft^3
|
|
Yield of concrete
|
9.8 yd^3
|
|
Relative yield of the batch
|
0.98
|
|
Cement content
|
604.6 lb/ft^3
|
|
Air content
|
-463.8 %
|
DIME Test ID: 2014-05-23-13000954-4
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 07/02/2014
Date Tested: 05/30/2014
Submitted By Organization: CT D03 - Sacramento Sanders Structures Construction Field Office
Organization Address: 3976 Durock Road, Suite 102,
Organization City: Shingle Springs
Organization State: CA
Organization Zipcode: 95686
Organization Email: brandon.miller@dot.ca.gov
Organization Phone: (530) 821-8266
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
28.46 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
2600 psi
|
|
Average diameter of cylinder 1
|
6.02 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Compressive strength of cylinder 1
|
2568.4 psi
|
|
Compressive strength of cylinder 2
|
2630.8 psi
|
|
Maximum load on cylinder 1
|
73097 lb
|
|
Maximum load on cylinder 2
|
74372 lb
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
no data
|
|
Age of specimen
|
7 days
|
DIME Test ID: 2014-05-23-13000954-5
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 07/02/2014
Date Tested: 06/20/2014
Submitted By Organization: CT D03 - Sacramento Sanders Structures Construction Field Office
Organization Address: 3976 Durock Road, Suite 102,
Organization City: Shingle Springs
Organization State: CA
Organization Zipcode: 95686
Organization Email: brandon.miller@dot.ca.gov
Organization Phone: (530) 821-8266
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
4640 psi
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Compressive strength of cylinder 1
|
4575.1 psi
|
|
Compressive strength of cylinder 2
|
4706.2 psi
|
|
Maximum load on cylinder 1
|
129796 lb
|
|
Maximum load on cylinder 2
|
133045 lb
|
|
Type of fracture pattern of cylinder 1
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1
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
no data
|
|
Age of specimen
|
28 days
|
DIME Test ID: 2014-05-23-13000954-6
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 07/02/2014
Date Tested: 06/13/2014
Submitted By Organization: CT D03 - Sacramento Sanders Structures Construction Field Office
Organization Address: 3976 Durock Road, Suite 102,
Organization City: Shingle Springs
Organization State: CA
Organization Zipcode: 95686
Organization Email: brandon.miller@dot.ca.gov
Organization Phone: (530) 821-8266
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.56 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
4310 psi
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.03 in
|
|
Compressive strength of cylinder 1
|
4357.0 psi
|
|
Compressive strength of cylinder 2
|
4258.2 psi
|
|
Maximum load on cylinder 1
|
123608 lb
|
|
Maximum load on cylinder 2
|
121613 lb
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
no data
|
|
Age of specimen
|
21 days
|
DIME Test ID: 2014-05-23-13000954-7
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 07/03/2014
Date Tested: 06/06/2014
Submitted By Organization: CT D03 - Sacramento Sanders Structures Construction Field Office
Organization Address: 3976 Durock Road, Suite 102,
Organization City: Shingle Springs
Organization State: CA
Organization Zipcode: 95686
Organization Email: brandon.miller@dot.ca.gov
Organization Phone: (530) 821-8266
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
3550 psi
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Compressive strength of cylinder 1
|
3451.7 psi
|
|
Compressive strength of cylinder 2
|
3640.2 psi
|
|
Maximum load on cylinder 1
|
97925 lb
|
|
Maximum load on cylinder 2
|
103273 lb
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
no data
|
|
Age of specimen
|
14 days
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