GENERAL INFORMATION - LOG OF PILE (This information is common to all sheets in the Workbook) County Project Br. No. and/or Sta. Abutment Pier Wt. Hammer (ft) 6000 Type of Pile . of Cap and/or Anvil (ft) 1000 Min. Bearing Required (to Type of Hammer ergy Rating (ft-lbs) 45000 Max. Bearing Allowed (to Guide to COMPLETING and CLEARING the Log of Pile (Fo 1 2 3 4 a) Click on the tab of the sheet that you want to copy, tab should tur b) c) d) e) f) 5 Each work sheet has been Protected, the Tab key will take you to all open cell 6 7 8 elevations shall be noted to the nearest thousandths of a foot (0.001 ft). Th will round all entries to two decimal points, however, the formulas use what i in the cell. the data to be entered. To read the information, place the mouse cursor on th triangle. The Workbook has been designed to automatically transfer the General Information worksheet, except for the Abutment and Pier No., to each work sheet in the wor The Abutment and Pier No. have to be manually entered on each work sheet. Driving Sheet for each type of hammer. Using the appropriate worksheet, creat separate worksheet for each abutment and pier: Click on E dit Click on M ove or Copy Sheet .... Place and X in the square next to C reate a Copy in the lower left c Under the dialog box B efore Sheet: click on the sheet you want your Click on OK. the front and only needs to be filled out and printed when recording the Log o Continuous Pile Driving and/or Test Pile. and back of the form on one sheet first click on the Print Front button and pr first sheet. Turn sheet over, put it back in the print tray and click on Prin These buttons are located in the upper left hand corner of the worksheets. down menu) is used to delete data, cells will become misaligned. If a misstak made, enter new data over the old data.
(This information is common to all sheets in the Workbook)
County Project Br. No. and/or Sta.
Abutment Pier Wt. Hammer (ft) 6000
Type of Pile Wt. of Cap and/or Anvil (ft) 1000 Min. Bearing Required (tons) 55
Type of Hammer Energy Rating (ft-lbs) 45000 Max. Bearing Allowed (tons) 82.5
Guide to COMPLETING and CLEARING the Log of Pile (Form 217)
1
2
3
4
a) Click on the tab of the sheet that you want to copy, tab should turn white.b)c)d)e)f)
5 Each work sheet has been Protected, the Tab key will take you to all open cells for data input.
6
7
8
Piling should be measured and reported to the nearest hundredth of a foot (.01 ft) and elevations shall be noted to the nearest thousandths of a foot (0.001 ft). This form will round all entries to two decimal points, however, the formulas use what is entered in the cell.
The red triangle in the upper right corner of the cells contain information concerning the data to be entered. To read the information, place the mouse cursor on the red triangle.
The Workbook has been designed to automatically transfer the General Information on this worksheet, except for the Abutment and Pier No., to each work sheet in the workbook. The Abutment and Pier No. have to be manually entered on each work sheet.The Workbook contains one Log of Pile Driving sheet and one Continuous Log of Pile Driving Sheet for each type of hammer. Using the appropriate worksheet, create a separate worksheet for each abutment and pier:
Click on EditClick on Move or Copy Sheet ....Place and X in the square next to Create a Copy in the lower left corner.Under the dialog box Before Sheet: click on the sheet you want your new sheet to appear.Click on OK.
Each sheet contains the front and back of Form 217. The back sheet is located below the front and only needs to be filled out and printed when recording the Log of Continuous Pile Driving and/or Test Pile.
To print only the front sheet click on the Print Front button. To print the front and back of the form on one sheet first click on the Print Front button and print the first sheet. Turn sheet over, put it back in the print tray and click on Print Back. These buttons are located in the upper left hand corner of the worksheets.
If the "Delete" key, "Backspace" key, or the "Clear Contents" option (from the pull down menu) is used to delete data, cells will become misaligned. If a misstake is made, enter new data over the old data.
N10
Cap weight as denoted thereon. (Cap Wt. + Anvil Wt.)
KANSAS DEPARTMENT OF TRANSPORTATION
LOG OF PILE DRIVING
County Project Br. No. and/or Sta.
Abutment Pier Wt. Hammer (lbs) 6000
Type of Pile Wt. of Cap and/or Anvil (lbs.) 1000 Min. Bearing Required (tons) 55
Type of Hammer Energy Rating (ft-lbs) 45000 Max. Bearing Allowed (tons) 82.5
Total Plan Length (ft) = FOOTING SKETCH
Plan Cutoff Elev. (ft) =
Type of Cushioning Matl. =
Wt. per ft (piling) (lbs/ft) = 42
Bearing Formula Used = P= 2(W)(H)(0.80)[ S + 0.1(X/W**) ** If X/W < 1, X/W is set to 1
(SEE BACK FOR LOG OF CONTINUOUS PILE DRIVING AND/OR TEST PILE)
Pile No. Date Driven
Length of Pile (ft.)
Totals 0.00 0.00 0.00 0.00
Accepted Length (ft) = 0.00 Non Pay Cutoff used for Splice (ft) = No. Pay Splices = Non Pay Cutoff (ft) = 0.00 Pay Cutoff used for Splicing (ft) = Pay Length (ft) = 0.00
Cutoff used for Splice (ft) = 0.00 Pay Cutoff (ft) = 0.00
Remarks:
Inspected By:
Checked By: Submitted by
Rev. 2006 D.O.T. Form No. 217
Actual Measured Cutoff (ft.)
Length Left in Foundation (ft.)
Pile Tip Elevation
Stroke (Drop of Hammer) (ft)
Average Penetration (in.)
Computed Bearing Power (tons)
Actual Length Placed in Leads
(ft)
Ordered and Accepted (ft)
K4
Driving Information: Piling should be measured and reported to the nearest hundredth of a ft (0.01 ft). Elevations shall be noted to the nearest thousandths of a ft (.001 ft).
G6
Enter the Project No. as shown on the contract. Show both the KDOT project number and the Secondary project number. [ex. 106 C 3345-01/BRO334(501)]
Q6
"Bridge Number" will be the specified bridge on which the piling is being driven.
N8
As noted on specification plate on hammer or Figure IV-1 of the Construction Manual.
A10
Size in mm and weight in kg/m. (Example "HP10x42" is an "H " piling, 10 inches deep and 42 lbs/ft.
L10
Cap weight as noted on the cap. (Cap Wt. + Anvil Wt.)
V10
As specified on plans.
A12
Brand and model
M12
As noted on specification plate on hammer, or Figure IV-1 of the Construction Manual. Also note the 80% factor in the Standard Specifications 704.03(e).
V12
As specified on plans.
A15
Shows the number and length for this unit, i.e., 6@ 49 ft. = 294 ft.
Q15
Should be a sketch of the footing with piles numbered in relationship to the information below. The north arrow must be shown.
A17
Top of pile elevation as shown on the plans for the unit.
A19
Plywood, oak, or other material that was used to protect the top of pile.
A21
Weight per foot of pile, see pile type. (Example HP10x42, 42 is the weight in pounds per foot for the pile being used.)
A23
As shown in the Standard Specifications or Special Provision for the type of hammer.
A27
Represents the pile in the footing sketch.
K27
Field measured cutoff. Should be the difference between the Actual Length Placed in Leads and the Length Left in Foundation.
M27
Pay Length
P27
Actual cutoff elevation minus the length left in the foundation will be the tip elevation.
S27
As observed by the inspector in the field
V27
As observed by the inspector in the field. The penetration in inches divided by the number of blows.
Y27
Computed by the inspector immediately upon reaching the predetermined point to establish the actual bearing relationship with plan bearing.
E28
The length driven prior to cutoff.
H28
The length the contractor was instructed to use.
AB30
Low ---- the computed bearing is below the Min. Bearing Required. The piling will not support the design loads unless the resistance is verified by the Pile Driving Analyzer (PDA). OK ----- the computed bearing is between the min. and max. value specified. High ---- the computed bearing is higher than the Max. Bearing Allowed. Pile damage is possible.
K57
The length of Non Pay Cutoff that is used to splice onto another pile. Show in the Remarks the piling the cutoff came from and which one it is being spliced onto.
W57
Splices made at the contractor's convenience will not be pay splices. Only those splices ordered by to extend the pile beyond the original ordered and accepted length will be paid for as pay splices.
A58
Difference in the Actual quantity placed in the Leads and the Length Left in Foundation minus Pay Cutoff and quantities used for splices.
K58
The length of Pay Cutoff that is used to splice onto another pile. Show in the Remarks the piling the cutoff came from and which one it is being spliced onto.
W58
Ordered and Accepted Length minus Pay Cutoff. Pay Quantity.
K59
Total length of cutoff being used to splice onto another pile.
W59
The difference between the Ordered and Accepted Length of Pile and the Length of Left in the Foundation minus any quantity spliced onto another pile . Pay Quantity.
B60
Use to explain cutoff and splices. (i.e., 1ft of pile #1 cutoff used as pay splice on pile # 6, abutment #2).
B64
Inspector's Initals
B65
Initials of the person checking the Log of Pile computations.
County Project Br. No. and/or Sta. Abutment Pier Date Pile Driven = Actual Length Placed in Leads (ft) =
Pile No. Number of Blows Computed Resistance (tons)
From To0.00
Inspected By: Checked By:
Remarks:
LOG OF CONTINUOUS PILE DRIVING AND/OR TEST PILE
Actual Length in Foundation Drop of Hammer
(Stroke) (ft)
Average Penetration Per
Blow (in.)
Computed Resistance v
Specified
D77
Report in 0.5 m increments. This column is text only, enter information as you want it to appear.
B133
Use to explain cutoff and splices. (i.e., 1ft of pile #1 cutoff used as pay splice on pile # 6, abutment #2).
KANSAS DEPARTMENT OF TRANSPORTATION
LOG OF PILE DRIVING
County Project Br. No. and/or Sta.
Abutment Pier Wt. Hammer (lbs) 10000
Type of Pile Wt. of Cap and/or Anvil (ft) 10000 Min. Bearing Required (tons) 55
Type of Hammer Energy Rating (ft-lbs) 40000 Max. Bearing Allowed (tons) 82.5
Total Plan Length (ft) = FOOTING SKETCH
Plan Cutoff Elev. (ft) =
Type of Cushioning Matl. =
Wt. per ft (piling) (lbs/ft) =
Bearing Formula Used = P= 2 E (0.80)[ S + 0.1(X/W**)] ** If X/W < 1, X/W is set to 1
(SEE BACK FOR LOG OF CONTINUOUS PILE DRIVING AND/OR TEST PILE)
Pile No.
Length of Pile (ft.)
Average Penetration (in.)
Totals 0.00 0.00 0.00 0.00
Accepted Length (ft) = 0.00 Non Pay Cutoff used for Splice (ft) = No. Pay Splices = Non Pay Cutoff (ft) = 0.00 Pay Cutoff used for Splicing (ft) = Pay Length (ft) = 0.00
Cutoff used for Splice (ft) = 0.00 Pay Cutoff (ft) = 0.00
Remarks:
Inspected By:
Checked By: Submitted by
Revised 2006 D.O.T. Form No. 217
Date Driven
Actual Measured Cutoff (ft.)
Length Left in Foundation (ft.)
Pile Tip Elevation
Stroke (Drop of Hammer) (ft)
Computed Bearing Power (tons)Actual Length
Placed in Leads (ft)Ordered and Accepted (ft)
K4
Driving Information: Piling should be measured and reported to the nearest hundredth of a ft (0.01 ft). Elevations shall be noted to the nearest thousandths of a ft (.001 ft).
G6
Enter the Project No. as shown on the contract. Show both the KDOT project number and the Secondary project number. [ex. 106 C 3345-01/BRO334(501)]
Q6
"Bridge Number" will be the specified bridge on which the piling is being driven.
N8
As noted on specification plate on hammer or Figure IV-1 of the Construction Manual.
A10
Size in mm and weight in kg/m. (Example "HP10x42" is an "H " piling, 10 inches deep and 42 lbs/ft.
L10
Cap weight as noted on the cap. (Cap Wt. + Anvil Wt.)
V10
As specified on plans.
D12
Brand and Model
M12
As noted on specification plate on hammer, or Figure IV-1 of the Construction Manual. Also note the 80% factor in the Standard Specifications 704.03(e).
V12
As specified on plans.
A15
Shows the number and length for this unit, i.e., 6@ 49 ft. = 294 ft.
Q15
Should be a sketch of the footing with piles numbered in relationship to the information below. The north arrow must be shown.
A17
Top of pile elevation as shown on the plans for the unit.
A19
Plywood, oak, or other material that was used to protect the top of pile.
A21
Weight per foot of pile, see pile type. (Example HP10x42, 42 is the weight in pounds per foot for the pile being used.)
A23
As shown in the Standard Specifications or Special Provision for the type of hammer.
A28
Represents the pile in the footing sketch.
K28
Field measured cutoff. Should be the difference between the Actual Length Placed in Leads and the Length Left in Foundation.
M28
Pay Length
P28
Actual cutoff elevation less the length left in the foundation will be the tip elevation.
S28
As observed by the inspector in the field.
V28
As observed by the inspector in the field. The penetration in inches divided by the number of blows.
Y28
Computed by the inspector immediately upon reaching the predetermined point to establish the actual bearing relationship with plan bearing.
E29
The length driven prior to cutoff.
H29
The length the contractor was instructed to use.
AB32
Sub. ---- the computed bearing is below the Min. Bearing Required, unless verified by a Pile Driving Analyzer. OK ----- the computed bearing is between the min. and max. value specified. Out ---- the computed bearing is exceed the Max. Bearing Allowed. Pile damage is possible.
J59
The length of Non Pay Cutoff that is used to splice onto another pile. Show in the Remarks the piling the cutoff came from and which one it is being spliced onto.
V59
Splices made at the contractor's convenience will not be pay splices. Only those splices ordered by to extend the pile beyond the original ordered and accepted length will be paid for as pay splices.
A60
Difference in the Actual quantity placed in the Leads and the Length Left in Foundation minus Pay Cutoff and quantities used for splices.
J60
The length of Pay Cutoff that is used to splice onto another pile. Show in the Remarks the piling the cutoff came from and which one it is being spliced onto.
V60
Ordered and Accepted Length minus Pay Cutoff. Pay Quantity.
J61
Total length of cutoff being used to splice onto another pile.
V61
The difference between the Ordered and Accepted Length of Pile and the Length of Left in the Foundation minus any quantity spliced onto another pile . Pay Quantity.
B62
Use to explain cutoff and splices. (i.e., 1ft of pile #1 cutoff used as pay splice on pile # 6, abutment #2).
B66
Inspector's Initals
B67
Initials of the person checking the Log of Pile computations.
County Project Br. No. and/or Sta. Abutment Pier Date Pile Driven = Actual Length Placed in Leads (ft) =
Pile No. Number of Blows
To
0.00
Inspected By: Checked By:
Remarks:
LOG OF CONTINUOUS PILE DRIVING AND/OR TEST PILE
Actual Length in Foundation Drop of Hammer
(Stroke) (ft)
Average Penetration Per
Blow (in)
Computed Resistance (tons)
Computed Resistance v
Specified
From
D78
Report in 0.5 m increments. This column is text only, enter information as you want it to appear.
B133
Use to explain cutoff and splices. (i.e., 1ft of pile #1 cutoff used as pay splice on pile # 6, abutment #2).
KANSAS DEPARTMENT OF TRANSPORTATION
LOG OF PILE DRIVING
County Project Br. No. and/or Sta.
Abutment Pier Wt. Hammer (lbs) 6000
Type of Pile Wt. of Cap and/or Anvil (lbs.) 1000 Min. Bearing Required (tons) 55
Type of Hammer Energy Rating (ft-lbs) 45000 Max. Bearing Allowed (tons) 82.5
Total Plan Length (ft) = FOOTING SKETCH
Plan Cutoff Elev. (ft) =
Type of Cushioning Matl. =
Wt. per ft (piling) (lbs/ft) = 42
Bearing Formula Used = P= 3 W H W S + 0.35 ( W + X)
(SEE BACK FOR LOG OF CONTINUOUS PILE DRIVING AND/OR TEST PILE)
Pile No. Date Driven
Length of Pile (ft.)
Totals 0.00 0.00 0.00 0.00
Accepted Length (ft) = 0.00 Non Pay Cutoff used for Splice (ft) = . Pay Splices = Non Pay Cutoff (ft) = 0.00 Pay Cutoff used for Splicing (ft) = y Length (ft) = 0.00
Cutoff used for Splice (ft) = 0.00 y Cutoff (ft) = 0.00
Remarks:
Inspected By:
Checked By: Submitted by
Revised 2006 D.O.T. Form No. 217
*
Actual Measured Cutoff (ft.)
Length Left in Foundation (ft.)
Pile Tip Elevation
Stroke (Drop of Hammer) (ft)
Average Penetration (in.)
Computed Bearing Power
(tons)Actual Length
Placed in Leads (ft)Ordered and Accepted (ft)
K4
Driving Information: Piling should be measured and reported to the nearest hundredth of a ft (0.01 ft). Elevations shall be noted to the nearest thousandths of a ft (.001 ft).
G6
Enter the Project No. as shown on the contract. Show both the KDOT project number and the Secondary project number. [ex. 106 C 3345-01/BRO334(501)]
Q6
"Bridge Number" will be the specified bridge on which the piling is being driven.
N8
As noted on specification plate on hammer or Figure IV-1 of the Construction Manual.
A10
Size in mm and weight in kg/m. (Example "HP10x42" is an "H " piling, 10 inches deep and 42 lbs/ft.
L10
Cap weight as noted on the cap. (Cap Wt. + Anvil Wt.)
U10
As specified on plans.
A12
Brand and model
M12
As noted on specification plate on hammer, or Figure IV-1 of the Construction Manual. Also note the 80% factor in the Standard Specifications 704.03(e).
U12
As specified on plans.
A15
Shows the number and length for this unit, i.e., 6@ 49 ft. = 294 ft.
Q15
Should be a sketch of the footing with piles numbered in relationship to the information below. The north arrow must be shown.
A17
Top of pile elevation as shown on the plans for the unit.
A19
Plywood, oak, or other material that was used to protect the top of pile.
A21
Weight per foot of pile, see pile type. (Example HP10x42, 42 is the weight in pounds per foot for the pile being used.)
A27
Represents the pile in the footing sketch.
K27
Field measured cutoff. Should be the difference between the Actual Length Placed in Leads and the Length Left in Foundation.
M27
Pay Length
P27
Actual cutoff elevation minus the length left in the foundation will be the tip elevation.
S27
As observed by the inspector in the field.
V27
As observed by the inspector in the field. The penetration in inches divided by the number of blows.
Y27
Computed by the inspector immediately upon reaching the predetermined point to establish the actual bearing relationship with plan bearing.
E28
The length driven prior to cutoff.
H28
The length the contractor was instructed to use.
AB30
Sub. ---- the computed bearing is below the Min. Bearing Required, unless verified by a Pile Driving Analyzer. OK ----- the computed bearing is between the min. and max. value specified. Out ---- the computed bearing is exceed the Max. Bearing Allowed. Pile damage is possible.
K57
The length of Non Pay Cutoff that is used to splice onto another pile. Show in the Remarks the piling the cutoff came from and which one it is being spliced onto.
W57
Splices made at the contractor's convenience will not be pay splices. Only those splices ordered by to extend the pile beyond the original ordered and accepted length will be paid for as pay splices.
A58
Difference in the Actual quantity placed in the Leads and the Length Left in Foundation minus Pay Cutoff and quantities used for splices.
K58
The length of Pay Cutoff that is used to splice onto another pile. Show in the Remarks the piling the cutoff came from and which one it is being spliced onto.
W58
Ordered and Accepted Length minus Pay Cutoff. Pay Quantity.
K59
Total length of cutoff being used to splice onto another pile.
W59
The difference between the Ordered and Accepted Length of Pile and the Length of Left in the Foundation minus any quantity spliced onto another pile . Pay Quantity.
B60
Use to explain cutoff and splices. (i.e., 1ft of pile #1 cutoff used as pay splice on pile # 6, abutment #2).
B64
Inspector's Initals
B65
Initials of the person checking the Log of Pile computations.
County Project Br. No. and/or Sta. Abutment Pier Date Pile Driven = Actual Length Placed in Leads (ft) =
Pile No. Number of Blows
From To
0.00
Inspected By: Checked By: Remarks:
LOG OF CONTINUOUS PILE DRIVING AND/OR TEST PILE
Actual Length in Foundation Drop of Hammer
(Stroke) (ft)
Average Penetration Per
Blow (in)
Computed Resistance
(tons)
Computed Resistance v
Specified
D77
Report in 0.5 m increments. This column is text only, enter information as you want it to appear.
B132
Use to explain cutoff and splices. (i.e., 1ft of pile #1 cutoff used as pay splice on pile # 6, abutment #2).
KANSAS DEPARTMENT OF TRANSPORTATION
LOG OF PILE DRIVING
County Project Br. No. and/or Sta.
Abutment Pier Wt. Hammer (lbs) 6000
Type of Pile Wt. of Cap and/or Anvil (lbs.) 1000 Min. Bearing Required (tons) 55
Type of Hammer Energy Rating (ft-lbs) 45000 Max. Bearing Allowed (tons) 82.5
Total Plan Length (ft) = FOOTING SKETCH
Plan Cutoff Elev. (ft) =
Type of Cushioning Matl. =
Wt. per ft (piling) (lbs/ft) = 42
Bearing Formula Used = P= 2 W H(S+ 1.0)
(SEE BACK FOR LOG OF CONTINUOUS PILE DRIVING AND/OR TEST PILE)
Pile No.
Length of Pile (ft.)
Totals 0.00 0.00 0.00 0.00
Accepted Length (ft) = 0.00 Non Pay Cutoff used for Splice (ft) = No. Pay Splices = Non Pay Cutoff (ft) = 0.00 Pay Cutoff used for Splicing (ft) = Pay Length (ft) = 0.00
Cutoff used for Splice (ft) = 0.00 Pay Cutoff (ft) = 0.00Remarks:
Inspected By:
Checked By: Submitted by
Revised 2006 D.O.T. Form No. 217
Date Driven
Actual Measured
Cutoff (ft.)
Length Left in Foundation (ft.)
Pile Tip Elevation
Stroke (Drop of Hammer) (ft)
Average Penetration (in.)
Computed Bearing Power
(tons)Actual Length
Placed in Leads (ft)Ordered and Accepted (ft)
K4
Driving Information: Piling should be measured and reported to the nearest hundredth of a ft (0.01 ft). Elevations shall be noted to the nearest thousandths of a ft (.001 ft).
G6
Enter the Project No. as shown on the contract. Show both the KDOT project number and the Secondary project number. [ex. 106 C 3345-01/BRO334(501)]
Q6
"Bridge Number" will be the specified bridge on which the piling is being driven.
N8
As noted on specification plate on hammer or Figure IV-1 of the Construction Manual.
A10
Size in mm and weight in kg/m. (Example "HP10x42" is an "H " piling, 10 inches deep and 42 lbs/ft.
L10
Cap weight as noted on the cap. (Cap Wt. + Anvil Wt.)
U10
As specified on plans.
A12
Brand and model
M12
As noted on specification plate on hammer, or Figure IV-1 of the Construction Manual. Also note the 80% factor in the Standard Specifications 704.03(e).
U12
As specified on plans.
A15
Shows the number and length for this unit, i.e., 6@ 49 ft. = 294 ft.
Q15
Should be a sketch of the footing with piles numbered in relationship to the information below. The north arrow must be shown.
A17
Top of pile elevation as shown on the plans for the unit.
A19
Plywood, oak, or other material that was used to protect the top of pile.
A21
Weight per foot of pile, see pile type. (Example HP10x42, 42 is the weight in pounds per foot for the pile being used.)
A27
Represents the pile in the footing sketch.
K27
Field measured cutoff. Should be the difference between the Actual Length Placed in Leads and the Length Left in Foundation.
M27
Pay Length
P27
Actual cutoff elevation minus the length left in the foundation will be the tip elevation.
S27
As observed by the inspector in the field
V27
As observed by the inspector in the field. The penetration in inches divided by the number of blows.
Y27
Computed by the inspector immediately upon reaching the predetermined point to establish the actual bearing relationship with plan bearing.
E28
The length driven prior to cutoff.
H28
The length the contractor was instructed to use.
AB31
Sub. ---- the computed bearing is below the Min. Bearing Required, unless verified by a Pile Driving Analyzer. OK ----- the computed bearing is between the min. and max. value specified. Out ---- the computed bearing is exceed the Max. Bearing Allowed. Pile damage is possible.
County Project Br. No. and/or Sta.
Abutment Pier Date Pile Driven Actual Length Placed in Leads (ft) =
Pile No. Number of Blows
From To
0.00
Inspected By: Checked By:
LOG OF CONTINUOUS PILE DRIVING AND/OR TEST PILE
Actual Length in Foundation Drop of Hammer
(Stroke) (ft)
Average Penetration Per
Blow (in)
Computed Resistance
(tons)
Computed Resistance v
Specified
J75
Enter date pile driven.
R75
Actual Length of Placed in the Leads for the pile being driven and listed below.
Remarks:
KANSAS DEPARTMENT OF TRANSPORTATION
LOG OF PILE DRIVING
County Project Br. No. and/or Sta.
Abutment Pier Wt. Hammer (lbs) 6000
Type of Pile Wt. of Cap and/or Anvil (lbs.) 1000 Min. Bearing Required (tons) 55
Type of Hammer Energy Rating (ft-lbs) 45000 Max. Bearing Allowed (tons) 82.5
Total Plan Length (ft) = FOOTING SKETCH
Plan Cutoff Elev. (ft) =
Type of Cushioning Matl. =
Wt. per ft (piling) (lbs/ft) = 42
Bearing Formula Used = P= 2 * W * H(S+0.1)
(SEE BACK FOR LOG OF CONTINUOUS PILE DRIVING AND/OR TEST PILE)
Pile No.
Length of Pile (ft.)
Totals 0.00 0.00 0.00 0.00
Accepted Length (ft) = 0.00 Non Pay Cutoff used for Splice (ft) = . Pay Splices = Non Pay Cutoff (ft) = 0.00 Pay Cutoff used for Splicing (ft) = y Length (ft) = 0.00
Cutoff used for Splice (ft) = 0.00 y Cutoff (ft) = 0.00Remarks:
Inspected By:
Checked By: Submitted by
Rev. 2006 D.O.T. Form No. 217
Date Driven
Actual Measured
Cutoff (ft.)
Length Left in Foundation (ft.)
Pile Tip Elevation
Stroke (Drop of Hammer) (ft)
Average Penetration (in.)
Computed Bearing Power
(tons)Actual Length Placed
in Leads (ft)Ordered and Accepted (ft)
K4
Driving Information: Piling should be measured and reported to the nearest hundredth of a ft (0.01 ft). Elevations shall be noted to the nearest thousandths of a ft (.001 ft).
G6
Enter the Project No. as shown on the contract. Show both the KDOT project number and the Secondary project number. [ex. 106 C 3345-01/BRO334(501)]
Q6
"Bridge Number" will be the specified bridge on which the piling is being driven.
N8
As noted on specification plate on hammer or Figure IV-1 of the Construction Manual.
A10
Size in mm and weight in kg/m. (Example "HP10x42" is an "H " piling, 10 inches deep and 42 lbs/ft.
L10
Cap weight as noted on the cap. (Cap Wt. + Anvil Wt.)
U10
As specified on plans.
A12
Brand and model
M12
As noted on specification plate on hammer, or Figure IV-1 of the Construction Manual. Also note the 80% factor in the Standard Specifications 704.03(e).
U12
As specified on plans.
A15
Shows the number and length for this unit, i.e., 6@ 49 ft. = 294 ft.
Q15
Should be a sketch of the footing with piles numbered in relationship to the information below. The north arrow must be shown.
A17
Top of pile elevation as shown on the plans for the unit.
A19
Plywood, oak, or other material that was used to protect the top of pile.
A21
Weight per foot of pile, see pile type. (Example HP10x42, 42 is the weight in pounds per foot for the pile being used.)
A27
Represents the pile in the footing sketch.
K27
Field measured cutoff. Should be the difference between the Actual Length Placed in Leads and the Length Left in Foundation.
M27
Pay Length
P27
Actual cutoff elevation minus the length left in the foundation will be the tip elevation.
S27
As observed by the inspector in the field
V27
As observed by the inspector in the field. The penetration in inches divided by the number of blows.
Y27
Computed by the inspector immediately upon reaching the predetermined point to establish the actual bearing relationship with plan bearing.
E28
The length driven prior to cutoff.
H28
The length the contractor was instructed to use.
AB31
Sub. ---- the computed bearing is below the Min. Bearing Required, unless verified by a Pile Driving Analyzer. OK ----- the computed bearing is between the min. and max. value specified. Out ---- the computed bearing is exceed the Max. Bearing Allowed. Pile damage is possible.
K57
The length of Non Pay Cutoff that is used to splice onto another pile. Show in the Remarks the piling the cutoff came from and which one it is being spliced onto.
W57
Splices made at the contractor's convenience will not be pay splices. Only those splices ordered by to extend the pile beyond the original ordered and accepted length will be paid for as pay splices.
A58
Difference in the Actual quantity placed in the Leads and the Length Left in Foundation minus Pay Cutoff and quantities used for splices.
K58
The length of Pay Cutoff that is used to splice onto another pile. Show in the Remarks the piling the cutoff came from and which one it is being spliced onto.
W58
Ordered and Accepted Length minus Pay Cutoff. Pay Quantity.
K59
Total length of cutoff being used to splice onto another pile.
W59
The difference between the Ordered and Accepted Length of Pile and the Length of Left in the Foundation minus any quantity spliced onto another pile . Pay Quantity.
B60
Use to explain cutoff and splices. (i.e., 1ft of pile #1 cutoff used as pay splice on pile # 6, abutment #2).
B64
Inspector's Initals
B65
Initials of the person checking the Log of Pile computations.
County Project Br. No. and/or Sta. Abutment Pier Date Pile Driven = l Length Placed in Leads (ft) =
Pile No. Number of Blows
From To0.00
Inspected By: Checked By: Remarks:
LOG OF CONTINUOUS PILE DRIVING AND/OR TEST
PILE
Actual Length in Foundation Drop of Hammer
(Stroke) (ft)
Average Penetration Per
Blow (in.)
Computed Resistance
(tons)
Computed Resistance v
Specified
D77
Report in 0.5 m increments. This column is text only, enter information as you want it to appear.
B132
Use to explain cutoff and splices. (i.e., 1ft of pile #1 cutoff used as pay splice on pile # 6, abutment #2).
KANSAS DEPARTMENT OF TRANSPORTATION
LOG OF PILE DRIVING
County Project Br. No. and/or Sta.
Abutment Pier Wt. Hammer (lbs) 6000
Type of Pile Wt. of Cap and/or Anvil (lbs.) 1000 Min. Bearing Required (tons) 55
Type of Hammer Energy Rating (ft-lbs) 45000 Max. Bearing Allowed (tons) 82.5
Total Plan Length (ft) = FOOTING SKETCH
Plan Cutoff Elev. (ft) =
Type of Cushioning Matl. =
Wt. per ft (piling) (lbs/ft) = 42
Bearing Formula Used = P= 2 * E(S+0.1)
(SEE BACK FOR LOG OF CONTINUOUS PILE DRIVING AND/OR TEST PILE)
Pile No.
Length of Pile (ft.)
Totals 0.00 0.00 0.00 0.00
Accepted Length (ft) = 0.00 Non Pay Cutoff used for Splice (ft) = . Pay Splices = Non Pay Cutoff (ft) = 0.00 Pay Cutoff used for Splicing (ft) = y Length (ft) = 0.00
Cutoff used for Splice (ft) = 0.00 y Cutoff (ft) = 0.00
Remarks:
Inspected By:
Checked By: Submitted by
Rev. 2006 D.O.T. Form No. 217
Date Driven
Actual Measured Cutoff (ft.)
Length Left in Foundation (ft.)
Pile Tip Elevation
Stroke (Drop of Hammer) (ft)
Average Penetration (in.)
Computed Bearing Power
(tons)
Actual Length Placed in Leads
(ft)
Ordered and Accepted (ft)
K4
Driving Information: Piling should be measured and reported to the nearest hundredth of a ft (0.01 ft). Elevations shall be noted to the nearest thousandths of a ft (.001 ft).
G6
Enter the Project No. as shown on the contract. Show both the KDOT project number and the Secondary project number. [ex. 106 C 3345-01/BRO334(501)]
Q6
"Bridge Number" will be the specified bridge on which the piling is being driven.
N8
As noted on specification plate on hammer or Figure IV-1 of the Construction Manual.
A10
Size in mm and weight in kg/m. (Example "HP10x42" is an "H " piling, 10 inches deep and 42 lbs/ft.
L10
Cap weight as noted on the cap. (Cap Wt. + Anvil Wt.)
U10
As specified on plans.
A12
Brand and model
M12
As noted on specification plate on hammer, or Figure IV-1 of the Construction Manual. Also note the 80% factor in the Standard Specifications 704.03(e).
U12
As specified on plans.
A15
Shows the number and length for this unit, i.e., 6@ 49 ft. = 294 ft.
Q15
Should be a sketch of the footing with piles numbered in relationship to the information below. The north arrow must be shown.
A17
Top of pile elevation as shown on the plans for the unit.
A19
Plywood, oak, or other material that was used to protect the top of pile.
A21
Weight per foot of pile, see pile type. (Example HP10x42, 42 is the weight in pounds per foot for the pile being used.)
A27
Represents the pile in the footing sketch.
K27
Field measured cutoff. Should be the difference between the Actual Length Placed in Leads and the Length Left in Foundation.
M27
Pay Length
P27
Actual cutoff elevation minus the length left in the foundation will be the tip elevation.
S27
As observed by the inspector in the field
V27
As observed by the inspector in the field. The penetration in inches divided by the number of blows.
Y27
Computed by the inspector immediately upon reaching the predetermined point to establish the actual bearing relationship with plan bearing.
E28
The length driven prior to cutoff.
H28
The length the contractor was instructed to use.
AB31
Sub. ---- the computed bearing is below the Min. Bearing Required, unless verified by a Pile Driving Analyzer. OK ----- the computed bearing is between the min. and max. value specified. Out ---- the computed bearing is exceed the Max. Bearing Allowed. Pile damage is possible.
K57
The length of Non Pay Cutoff that is used to splice onto another pile. Show in the Remarks the piling the cutoff came from and which one it is being spliced onto.
W57
Splices made at the contractor's convenience will not be pay splices. Only those splices ordered by to extend the pile beyond the original ordered and accepted length will be paid for as pay splices.
A58
Difference in the Actual quantity placed in the Leads and the Length Left in Foundation minus Pay Cutoff and quantities used for splices.
K58
The length of Pay Cutoff that is used to splice onto another pile. Show in the Remarks the piling the cutoff came from and which one it is being spliced onto.
W58
Ordered and Accepted Length minus Pay Cutoff. Pay Quantity.
K59
Total length of cutoff being used to splice onto another pile.
W59
The difference between the Ordered and Accepted Length of Pile and the Length of Left in the Foundation minus any quantity spliced onto another pile . Pay Quantity.
B60
Use to explain cutoff and splices. (i.e., 1ft of pile #1 cutoff used as pay splice on pile # 6, abutment #2).
B64
Inspector's Initals
B65
Initials of the person checking the Log of Pile computations.
County Project Br. No. and/or Sta. Abutment Pier Date Pile Driven = l Length Placed in Leads (ft) =
Pile No. Number of Blows
From To
0.00
Inspected By: Checked By:
Remarks:
LOG OF CONTINUOUS PILE DRIVING AND/OR TEST PILE
Actual Length in Foundation Drop of Hammer
(Stroke) (ft)
Average Penetration Per
Blow (in.)
Computed Resistance
(tons)
Computed Resistance v
Specified
D77
Report in 0.5 m increments. This column is text only, enter information as you want it to appear.
B131
Use to explain cutoff and splices. (i.e., 1ft of pile #1 cutoff used as pay splice on pile # 6, abutment #2).
