Box Culvert Design Excel Sheet
- Box Culvert Design Excel Sheet Software
- Box Culvert Design Excel Sheet Example
- Box Culvert Design Excel Sheet Pdf
- Box Culvert Design Excel Sheet As Per Irc
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| Drainage Standards | ||||
| Rev. Date | Standard Name | Description | File Names | |
| May-19 | Fort Worth District Inlet Bid Codes | bidcodes.pdf | ||
| May-19 | Fort Worth District Inlet Parameters and Rating Curves | inletpar.pdf | ||
| Nov-20 | I-CO (FTW) | Curb Inlet Outside Pavement | ico-ftw.pdf | ico-ftw.dgn |
| Nov-20 | I-CO-C (FTW) | Curb Inlet Outside Pavement - over Box Sewer | icoc-ftw.pdf | icoc-ftw.dgn |
| Nov-20 | I-CU (FTW) | Curb Inlet Under Pavement | icu-ftw.pdf | icu-ftw.dgn |
| Nov-20 | I-CU-C (FTW) | Curb Inlet Under Pavement - over Box Sewer | icuc-ftw.pdf | icuc-ftw.dgn |
| Nov-20 | I-COB (FTW) | Curb Inlet Open Back | icob-ftw.pdf | icob-ftw.dgn |
| Nov-20 | I-COB-C (FTW) | Curb Inlet Open Back - over Box Sewer | icobc-ftw.pdf | icobc-ftw.dgn |
| Nov-20 | I-FG (FTW) | Grated Inlet on Pavement | ifg-ftw.pdf | ifg-ftw.dgn |
| Nov-20 | I-FG-2 (FTW) | Grated Inlet on Pavement - 2 grate unit | ifg2-ftw.pdf | ifg2-ftw.dgn |
| Nov-20 | I-FG-2C (FTW) | Grated Inlet on Pavement - 2 grate unit - over Box Sewer | ifg2c-ftw.pdf | ifg2c-ftw.dgn |
| Nov-20 | I-FG-R (FTW) | Grated Inlet on Pavement - Retaining Wall | ifgr-ftw.pdf | ifgr-ftw.dgn |
| May-19 | I-AD (FTW) | Area-Ditch Inlet | iad-ftw.pdf | iad-ftw.dgn |
| May-19 | I-AD-2 (FTW) | Area-Ditch Inlet - 2 grate unit | iad2-ftw.pdf | iad2-ftw.dgn |
| May-19 | I-RWF (FTW) | Flume Inlet - Retaining Wall | irwf-ftw.pdf | irwf-ftw.dgn |
| Nov-20 | I-SSB (FTW) | Single Slope Barrier Inlet | issb-ftw.pdf | issb-ftw.dgn |
| May-19 | I-CH (FTW) | Channel Headwall Inlet | ich-ftw.pdf | ich-ftw.dgn |
| Nov-20 | TD-C (FTW) | Trench Drain (Cast-in-Place) | tdc-ftw.pdf | tdc-ftw.dgn |
| Nov-20 | JB-TD-C (FTW) | Junction Box Trench Drain Outfall | jbtdc-ftw.pdf | jbtdc-ftw.dgn |
| May-19 | TD-DD (FTW) | Trench Drain Design Data | tddd-ftw.pdf | tddd-ftw.dgn |
| May-19 | Trench Drain Design Data Excel Sheet | tddd-ftw.xlsx | ||
| May-19 | JB (FTW) | Junction Box | jb-ftw.pdf | jb-ftw.dgn |
| Nov-20 | MH-SD (FTW) | Manhole, Type SD | mhsd-ftw.pdf | mhsd-ftw.dgn |
| May-19 | MI-B&R (FTW) | Manhole and Inlet Base and Riser | mibr-ftw.pdf | mibr-ftw.dgn |
| May-19 | MI-CBC (FTW) | Manhole/Inlet Connection to Box Culvert | micbc-ftw.pdf | micbc-ftw.dgn |
| May-19 | MI-AC (FTW) | Manhole and Inlet Adjustment and Cap Details | miac-ftw.pdf | miac-ftw.dgn |
| Nov-20 | MDD (FTW) | Miscellaneous Drainage Details | mdd-ftw.pdf | mdd-ftw.dgn |
| May-19 | BC-ECD (FTW) | Box Culvert End Cap Details | bcecd-ftw.pdf | bcecd-ftw.dgn |
| Roadway Standards | ||||
| Rev. Date | Standard Name | Description | File Names | |
| May-19 | BAT (FTW) | Bridge Abutment Treatment Cement - Treated Flex Base | bat-ftw.pdf | bat-ftw.dgn |
| May-19 | CCCG (FTW) | Concrete Curb and Curb and Gutter Details | cccg-ftw.pdf | cccg-ftw.dgn |
| Nov-20 | CDD (FTW) | Concrete Driveway Details | cdd-ftw.pdf | cdd-ftw.dgn |
| May-19 | CPTD (FTW) | Concrete Pavement Terminus Details | cptd-ftw.pdf | cptd-ftw.dgn |
| Nov-20 | CP-TEP (FTW) | Concrete Pavement Ties to Existing Pavement | cptep-ftw.pdf | cptep-ftw.dgn |
| * May-19 | CRMS (FTW) | Concrete Riprap Mow Strips | crms-ftw.pdf | crms-ftw.dgn |
| Nov-20 | CSAB (FTW) | Cement Stablized Abutment Backfill Bridge Abutment | csab-ftw.pdf | csab-ftw.dgn |
| Nov-20 | CSWD (FTW) | Concrete Sidewalk Details | cswd-ftw.pdf | cswd-ftw.dgn |
| Nov-20 | JS (FTW) | Concrete Paving Details Joint Seals | js-ftw.pdf | js-ftw.dgn |
| ** Feb-04 | PCTB -03 (FW) | Concrete Traffic Barrier - Precast Type 2 | pctbfw.pdf | pctbfw.dgn |
| May-19 | LPD (FTW) | Landscape Paver Details | lpd-ftw.pdf | lpd-ftw.dgn |
| May-19 | RW - SMR | Typical Retaining Wall Safety Maintenance Rail | rwsmr-ftw.pdf | rwsmr-ftw.dgn |
| May-19 | SW3P | Storm Water Pollution Prevention Plan | sw3p-ftw.pdf | sw3p-ftw.dgn |
| May-19 | TPD (FTW) | Tree Planting Details | tpd-ftw.pdf | tpd-ftw.dgn |
| May-19 | TSCD (FTW) | Temporary Stream Crossing Detail | tscd-ftw.pdf | tscd-ftw.dgn |
Notes:
* Does not include mow strip for MBGF. Use Design Division standard GF (31)MS to include the mow strip on MBGF.
**Only use this standard when existing stockpiles are available. Do not use standard for furnish and install.
| Traffic Standards | ||||
| Rev. Date | Standard Name | Description | File Names | |
| May-21 | PTS (FTW) 21 | Portable Traffic Signal PTS (FTW) - 21 | pts-21(ftw).pdf | pts-21(ftw).dgn |
| Sep-12 | TP-80(12) (FTW) | Traffic Signal Support Structures - Timber Pole Assemblies | tp-80(12)-ftw.pdf | tp-80(12)-ftw.dgn |
TUTORIALS
In the reinforcement, there are top slab, bottom slab and outside walls.
Box culvert typical section (6x7), where 6 are inside length and 7 is inside height. Top slab has top main bar and bottom main bar.
Dots signify distribution bars. Bottom slab has top main bar and bottom main bar. Dots signify distribution bars. There’re outside walls with vertical main bars. Dots indicate distribution bars.
There’re bars at 45 degree, known as haunch bars. Wall thickness is 10 inches. Top bar size is #4 @ 6” centre to centre. Bottom bar size is #5 @ 6” centre to centre. Haunch size is #4 @ 12” centre to centre.
Cross-section distribution bars are # 4 @ 12” centre to centre. Vertical bars are # 4 @ 6” centre to centre. Top bars are # 4 @ 6” centre to centre. Bottom bars in bottom slab are # 5 @ 6” centre to centre. Bottom slab is slightly bigger than top slab.
Horizontal length = length – concrete cover
Band is according to slab thickness.
Slab thickness = 10”
Concrete cover (from top and bottom) is 2”
3” band cover is considered
Box Culvert Design Excel Sheet Software
Cut length = length – (2 x concrete cover)
Top bar length = 7.67’
Box Culvert Design Excel Sheet Example
Band = 3”
1’ offset
Box Culvert Design Excel Sheet Pdf
Concrete cover = 2”
Culvert length = 20’ Box culvert typical section (6 x 7)
r = square root(x2 + y2)
r = square root (1.668 + 1.642)
r = 1.819
Haunch bar total length = 0.5 + 0.5 + 1.819 = 2.819
Box Culvert Design Excel Sheet As Per Irc
Numbers = (length – 2 x concrete cover)/spacing + 1
Diameter and length are same in case of distribution bars. [Calculated single time]
Diameter is different in case of top and bottom main bars. [Calculated separately]
Total Length = Bar Length x Numbers x Rows
Weight = d2/52.896
Total Weight = Total Length x Weight/ft
Download Link Excel File
To get more clear idea, go through the following video tutorial.
Lecturer: Civil Gyaan