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: 2014-08-30-3
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: 08/30/2014
Date that the sample was received by the laboratory/organization performing the testing: 08/30/2014
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: Unknown
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
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: 1049084
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.:
DIME Test ID: 2014-08-30-3-1
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: 08/30/2014
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 Footing
|
Volume of the measure
|
4.015 ft^3
|
Density of concrete
|
149.2 lb/ft^3
|
Yield of concrete
|
no data
|
Relative yield of the batch
|
no data
|
Cement content
|
no data
|
Air content
|
no data
|
DIME Test ID: 2014-08-30-3-2
Test Method: ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 09/17/2014
Date Tested: 08/30/2014
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:
DIME Test ID: 2014-08-30-3-3
Test Method: ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 09/17/2014
Date Tested: 08/30/2014
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:
DIME Test ID: 2014-08-30-3-4
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: 08/30/2014
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:
DIME Test ID: 2014-08-30-3-5
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: 09/17/2014
Date Tested: 09/06/2014
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
|
1
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength of cylinder (to nearest 10 psi)
|
2740 psi
|
Average diameter of cylinder 1
|
5.99 in
|
Maximum load on cylinder 1
|
77170 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
|
DIME Test ID: 2014-08-30-3-6
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: 09/27/2014
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
|
28.17 in^2
|
Cross sectional area of cylinder 2
|
28.26 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
|
28.07 in^2
|
Average diameter of cylinder 1
|
5.99 in
|
Compressive strength (to nearest 10 psi)
|
4360 psi
|
Average diameter of cylinder 2
|
6.00 in
|
Average diameter of cylinder 3
|
6.00 in
|
Average diameter of cylinder 4
|
5.98 in
|
Maximum load on cylinder 1
|
121940 lb
|
Maximum load on cylinder 2
|
121210 lb
|
Maximum load on cylinder 3
|
129020 lb
|
Maximum load on cylinder 4
|
118870 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
|