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HEIGHT OF WALL USED IN ESTIMATE: 8'-0"
For Waste. Will not affect concrete volumes from above calculations
|Number of Openings||Width (inches)||Height (inches)||Remove Sill||Net Sq Ft||Total Sq Ft||Net LF||Total LF|
|Concrete Thickness (Block Size)||8"|
|Total Wall Height||8'-0"|
|Number of Rows (Not including 1/2 Block)||0|
|Wall Length (Total Linear Feet)||0'-0"|
|Number of Inside 90 Corner Locations||0||LF of Wall||0'-0"|
|Number of Outside 90 Corner Locations||0||LF of Wall||0'-0"|
|Number of 45 Angle Locations||0||LF of Wall||0'-0"|
|Number of T-Block Locations||0||LF of Wall||0'-0"|
|Lineal Feet of Straight Curb Block||0'-0"|
|Number of 90 Curb Block Locations||0|
|Lineal Feet of 6" Radius Block||0'-0"||@ 5' Radius|
|Lineal Feet of Brickledge Block||0'-0"|
|Square Feet of Brick||0'-0"|
|tieKeys per Block||0|
|Lineal Feet of Tapered Block||0'-0"|
|Total LF Taken up by Corners and Ts||0'-0"|
|Total LF Taken up by Straight Block||0'-0"|
|Total Square Feet of Openings||0|
|Total Lineal Feet of Fox Buck||0'-0"|
|Openings in Block Count||0|
|Gross Square Feet of Wall Area||0.00|
|Net Square Feet of Wall Area||0.00|
|Approximate Number of 53' Truck Loads Required||0|
|Concrete (L x W x H, less openings, no pump allowance)||0.00 Yds3||0.00 M3|
|Bracing Needed @ 6' On Center||0|
|Actual Block Count||Parts Per Bundle||Rounded To Full Bundle||Total Bundles||Approximate Weight|
|Compact Straight Panels||0||10||0||0||0|
|Straight 1/2 Block||0||24||0||0||0|
|90° Corner Block||0||6||0||0||0|
|90° Corner 1/2 Block||0||12||0||0||0|
|45° Angle Block||0||9||0||0||0|
|Straight Curb Block||0||12||0||0||0|
|90° Corner Curb Block||0||6||0||0||0|
|Compact Brickledge Panels||0||24||0||0||0|
|Compact Tapered Panels||0||10||0||0||0|
|Compact Block Webs||0||132||0||0||0|
|Fox Block HV Clips||0||250||0||0||0|
|R8 Energy Sticks||0||36||0||0||0|
|Total Approximate Weight||lbs|
APPROXIMATE NUMBER OF 53' TRUCK LOADS REQUIRED: 0.00
|Quantity||Unit Price||Total Cost||Cost Per Sq Ft||Approximate Weight|
|Rebar Type||Quantity of Rows||Splices (in inches)||Total|
|0' 0" #4|
|0' 0" #4|
|Vertical Spacing||0' 0" #4|
|Dowel Spacing||0' 0" #4|
This is a stand-alone sheet for concrete calculations only. Weight calculated at 4050 lbs per cubic yard, 5290 lbs per cubic meter.
|Width (ft)||Length (ft)||Y2|
|Total Weight (lbs)||0|
|Skids of TRUEGRID||0|
|TRUEGRID voids to be filled||0|
When using 3/4" - 1" open graded base you will be gaining 0.00 Y3 of storm water retention.
|Length of line to be marked (ft)|
|Number of lines to be marked (ft)|
|Total number of spots needed||0|
* One TRUGRID Sheet = 4' × 4' or 16 SF and is made up of four 2' × 2' panels which can be separated from the sheet. www.TRUEGRIDpaver.com for more.
|Actual Parts Needed||Parts Per Bundle||Rounded Up To Full||Total Bundles||Approximate Weight|
|Fox Compact Tilt Panels||10|
|Fox Compact Tilt Inserts||300|
If this job summary is using one or more existing templates, the last template added will be updated with all of the items and their data when you save.
To save the current job summary as a new template, simply rename the template before you click on save.
|Quantity||Unit||Unit Price||Total Cost|