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: 2014-09-04-11
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: 09/04/2014
Date that the sample was received by the laboratory/organization performing the testing: 09/04/2014
The quantity of what the sample constitutes: 6 cylinders
A brief description of the sample: Abutment 1 Stage 2 Footing
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: F628AFSTO
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: 1049273
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: 2014-09-04-11-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 09/23/2014
Date Tested: 09/11/2014
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
|
2
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
28.46 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)
|
2760 psi
|
|
Average diameter of cylinder 1
|
6.02 in
|
|
Average diameter of cylinder 2
|
6.03 in
|
|
Maximum load on cylinder 1
|
84960 lb
|
|
Maximum load on cylinder 2
|
72120 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
|
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Correction factor for cylinder 2
|
no data
|
|
Age of specimen
|
7 days
|
DIME Test ID: 2014-09-04-11-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 10/13/2014
Date Tested: 09/29/2014
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
|
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)
|
4580 psi
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Maximum load on cylinder 1
|
130700 lb
|
|
Maximum load on cylinder 2
|
128740 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
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28 days
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