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Sample Record for 2014-09-10-11

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: 2014-09-10-11
TL Number from the TL Form:
Sample Submitted By Organization: Viking Construction Company, Incorporated - Rancho Cordova
Sample Organization Contact: (916) 852-5530
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 09/10/2014
Date that the sample was received by the laboratory/organization performing the testing: 09/10/2014
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: Stage 2 Abutment 2
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Folsom Ready Mix

Material Information

The concrete mix design number: SF718AFST0
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: 1049540
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Folsom Ready Mix Stockpile
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2014-09-10-11-1
Test Method: ASTM C138-10b: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 09/17/2014
Date Tested: 09/10/2014
Submitted By Organization: Viking Construction Company, Incorporated - 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:
Test Result Compliance:
Additional Comments When Verified:
Identification of concrete represented by the sample Stage 2 Abutment 2
Volume of the measure 4.016 ft^3
Density of concrete 144.4 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 5

DIME Test ID: 2014-09-10-11-2
Test Method: ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 09/17/2014
Date Tested: 09/10/2014
Submitted By Organization: Viking Construction Company, Incorporated - 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:
Test Result Compliance:
Additional Comments When Verified:
Temperature 72 F

Test 3 of 5

DIME Test ID: 2014-09-10-11-3
Test Method: ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 09/17/2014
Date Tested: 09/10/2014
Submitted By Organization: Viking Construction Company, Incorporated - 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:
Test Result Compliance:
Additional Comments When Verified:
Slump 9 inch

Test 4 of 5

DIME Test ID: 2014-09-10-11-4
Test Method: ASTM C231-10: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 09/17/2014
Date Tested: 09/10/2014
Submitted By Organization: Viking Construction Company, Incorporated - 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:
Test Result Compliance:
Additional Comments When Verified:
Air content 4.7 %

Test 5 of 5

DIME Test ID: 2014-09-10-11-5
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: 10/13/2014
Date Tested: 10/08/2014
Submitted By Organization: Viking Construction Company, Incorporated - 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:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 4
Test performed With no density determined
Cross sectional area of cylinder 1 28.26 in^2
Cross sectional area of cylinder 2 28.35 in^2
Cross sectional area of cylinder 3 28.26 in^2
Capped in accordance with? ASTM C617/CTM521
Cross sectional area of cylinder 4 28.45 in^2
Average diameter of cylinder 1 6.00 in
Compressive strength (to nearest 10 psi) 4570 psi
Average diameter of cylinder 2 6.01 in
Average diameter of cylinder 3 6.00 in
Average diameter of cylinder 4 6.02 in
Maximum load on cylinder 1 122580 lb
Maximum load on cylinder 2 126410 lb
Maximum load on cylinder 3 128640 lb
Maximum load on cylinder 4 140300 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 1
Type of fracture pattern of cylinder 3 1
Type of fracture pattern of cylinder 4 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
Correction factor for cylinder 3 no data
Correction factor for cylinder 4 no data
Age of specimen 28 days