Print Report | Back to Sample Detail

Sample Record for 2014-07-09-10309354

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

DIME Sample ID: 2014-07-09-10309354
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: 07/09/2014
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: Concrete in wheelbarrow
A brief description of the sample: Concrete in wheelbarrow
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

Material Information

The concrete mix design number: SF718AFST0
The truck number from where the sample was collected: 47
The batch plant ticket number from where the sample was collected: 1045890
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 2 Retaining Wall
From Lot No.:
Bag Lot No.:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2014-07-09-10309354-1
Test Method: ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 07/23/2014
Date Tested: 07/09/2014
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: Last 2 cy were rejected
Test Result Compliance: does not comply
Additional Comments When Verified:
Temperature 87 F

Test 2 of 4

DIME Test ID: 2014-07-09-10309354-2
Test Method: ASTM C231-10: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 07/23/2014
Date Tested: 07/09/2014
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:
Air content 5.5 %

Test 3 of 4

DIME Test ID: 2014-07-09-10309354-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
Verified Date: 07/23/2014
Date Tested: 07/14/2014
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 28.46 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 2780 psi
Average diameter of cylinder 1 6.02 in
Average diameter of cylinder 2 6.02 in
Compressive strength of cylinder 1 2815.0 psi
Compressive strength of cylinder 2 2754.1 psi
Maximum load on cylinder 1 80116 lb
Maximum load on cylinder 2 78383 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 5 days

Test 4 of 4

DIME Test ID: 2014-07-09-10309354-4
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
Verified Date: 08/11/2014
Date Tested: 08/06/2014
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: 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 28.37 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 5060 psi
Average diameter of cylinder 1 6.02 in
Average diameter of cylinder 2 6.01 in
Compressive strength of cylinder 1 5034.3 psi
Compressive strength of cylinder 2 5083.0 psi
Maximum load on cylinder 1 143275 lb
Maximum load on cylinder 2 144206 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 28 days