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Sample Record for 2014-07-03-8152464

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
Contractor Address: P.O. Box 1508 , Rancho Cordova, CA 95741
Resident Engineer: Jarrett Woodruff Structure Rep.: Miller, Brandon

Sample Information

DIME Sample ID: 2014-07-03-8152464
TL Number from the TL Form:
Sample Submitted By Organization: Viking Construction Company, Inc. - Rancho Cordova
Sample Organization Contact: (916) 852-5530
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 07/03/2014
Date that the sample was received by the laboratory/organization performing the testing: 07/03/2014
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: Stage 1 Abutment 1 Wingwall Footing Concrete
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Folsom Ready Mix

Material Information

The concrete mix design number: F828AFST0
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1045624
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Stage 1 Abutment 1 Wingwall Footing Concrete
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 6

DIME Test ID: 2014-07-03-8152464-1
Test Method: ASTM C138-10b: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 07/11/2014
Date Tested: 07/03/2014
Submitted By Organization: Viking Construction Company, Inc. - Rancho Cordova
Organization Address: 11315 Sunrise Gold Circle, Suite A,
Organization City: Rancho Cordova
Organization State: CA
Organization Zipcode: 95742
Organization Email: dfishback@vikingbridges.com
Organization Phone: (916) 852-5530
General Comments for this Test:
Additional Comments When Verified:
Identification of concrete represented by the sample Stage 1 Abutment 1 Wingwall Footing Concrete
Volume of the measure 4.015 ft^3
Density of concrete 149.3 lb/ft^3
Yield of concrete no data
Relative yield of the batch no data
Cement content no data
Air content no data

Test 2 of 6

DIME Test ID: 2014-07-03-8152464-2
Test Method: ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 07/11/2014
Date Tested: 07/03/2014
Submitted By Organization: Viking Construction Company, Inc. - Rancho Cordova
Organization Address: 11315 Sunrise Gold Circle, Suite A,
Organization City: Rancho Cordova
Organization State: CA
Organization Zipcode: 95742
Organization Email: dfishback@vikingbridges.com
Organization Phone: (916) 852-5530
General Comments for this Test:
Additional Comments When Verified:
Temperature 79 F

Test 3 of 6

DIME Test ID: 2014-07-03-8152464-3
Test Method: ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 07/11/2014
Date Tested: 07/03/2014
Submitted By Organization: Viking Construction Company, Inc. - Rancho Cordova
Organization Address: 11315 Sunrise Gold Circle, Suite A,
Organization City: Rancho Cordova
Organization State: CA
Organization Zipcode: 95742
Organization Email: dfishback@vikingbridges.com
Organization Phone: (916) 852-5530
General Comments for this Test:
Additional Comments When Verified:
Slump 3.25 inch

Test 4 of 6

DIME Test ID: 2014-07-03-8152464-4
Test Method: ASTM C231-10: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 07/11/2014
Date Tested: 07/03/2014
Submitted By Organization: Viking Construction Company, Inc. - Rancho Cordova
Organization Address: 11315 Sunrise Gold Circle, Suite A,
Organization City: Rancho Cordova
Organization State: CA
Organization Zipcode: 95742
Organization Email: dfishback@vikingbridges.com
Organization Phone: (916) 852-5530
General Comments for this Test:
Additional Comments When Verified:
Air content 1.1 %

Test 5 of 6

DIME Test ID: 2014-07-03-8152464-5
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 09/17/2014
Date Tested: 07/10/2014
Submitted By Organization: Viking Construction Company, Inc. - Rancho Cordova
Organization Address: 11315 Sunrise Gold Circle, Suite A,
Organization City: Rancho Cordova
Organization State: CA
Organization Zipcode: 95742
Organization Email: dfishback@vikingbridges.com
Organization Phone: (916) 852-5530
General Comments for this Test:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 1
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Compressive strength of cylinder (to nearest 10 psi) 3010 psi
Average diameter of cylinder 1 6.00 in
Maximum load on cylinder 1 85130 lb
Type of fracture pattern of cylinder 1 1
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 7 days

Test 6 of 6

DIME Test ID: 2014-07-03-8152464-6
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 09/17/2014
Date Tested: 07/31/2014
Submitted By Organization: Viking Construction Company, Inc. - Rancho Cordova
Organization Address: 11315 Sunrise Gold Circle, Suite A,
Organization City: Rancho Cordova
Organization State: CA
Organization Zipcode: 95742
Organization Email: dfishback@vikingbridges.com
Organization Phone: (916) 852-5530
General Comments for this Test:
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) 4120 psi
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.00 in
Maximum load on cylinder 1 115260 lb
Maximum load on cylinder 2 117930 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

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.