4. CHECKLIST FOR PILLING WORK |
|||
Name Of Project : |
|||
Date of Execution: |
|||
Location / Grid no: |
|||
Pile Group no /
Pile no: |
|||
Drawing / Document
Reference No. |
|||
Soil Investigation
/ Test Report Ref. No: |
|||
|
|||
Sl.No. |
Description / Activities / Items to be Checked |
Status |
|
1 |
Check Center line and location of pile group and sequence. |
OK |
Not OK |
2 |
Check pile co-ordinates as per drawing. |
OK |
Not OK |
3 |
Check all material is ready like Sounding chain, Liner, Funnel,
Tremie, Pile log format, etc. are in place. |
OK |
Not OK |
4 |
Check Working area of rig machine is cleared and stability of ground
for the working / movement of rig machine. |
OK |
Not OK |
5 |
Check Liner provided (if required.) |
OK |
Not OK |
6 |
Check Pile position setting up : Two/Three reference point to be set
up with respect to proposed pile point. |
OK |
Not OK |
7 |
Check During driving distance of pile liner from two / three reference
points & verticality of liner checked. |
OK |
Not OK |
8 |
Check Initial strata shown, approved & sample preserved in the
plastic bag with identification. (date, time, depth recorded) |
OK |
Not OK |
9 |
Check Founding depth achieved and final strata sample preserved in
plastic bag with identification. |
OK |
Not OK |
10 |
Check required socketing depth achieved. |
OK |
Not OK |
11 |
Check Pile penetration ratio recorded at depth specified and checked
with requirement given by geotech consultant. |
OK |
Not OK |
12 |
Check Cleaning of bore holes before concreting. |
OK |
Not OK |
13 |
Check Quantity of concrete required for one pile is ready at site
before pouring. |
OK |
Not OK |
14 |
Check Reinforcement cut to the length & shape as per drawing, the
depth of pile bore with provision of cover blocks in spiral pattern at the
bottom & sides. |
OK |
Not OK |
15 |
Check Butt welding done to the cage as per requirement |
OK |
Not OK |
16 |
Check required Workability of Concrete : Slump 150-180mm |
OK |
Not OK |
17 |
Check No. of cubes casted: |
OK |
Not OK |
18 |
Check Proper tremie lengths are available and placed properly to
accommodate the tremie at least 300mm in first pouring. |
OK |
Not OK |
19 |
Check The bottom end of the tremie pipe should always be about 1-2m
submerged below the level of concrete. |
OK |
Not OK |
20 |
Check Tremie pulled out slowly so that no chocking/ segregation takes
place. |
OK |
Not OK |
21 |
Check Concreting could be stopped at about 1m above the cut-off level. |
OK |
Not OK |
22 |
Check Final concrete top level of pile casted is recorded |
OK |
Not OK |
23 |
Check Tremie is washed thoroughly after use |
OK |
Not OK |
24 |
Check Rig movement not allowed over fresh cast pile for at least 72
hrs. |
OK |
Not OK |
25 |
Check Boring activity not allowed near & around freshly cast pile
(at least for a period of 4 hrs. i.e. till initial setting time) |
OK |
Not OK |
26 |
|
|
|
Remark: |
PILE BORE LOG SHEET (BORED CAST IN-
SITU ) |
||||||||
Name Of Project |
|
Date: |
||||||
Name Of Client |
|
Name of Consultant: |
||||||
Location/Structure: |
|
|
|
Coordinates: |
||||
Pile Sl No: |
|
G.L: |
M |
Ref Drawing Number: |
|
|
||
Dia of Pile |
mm |
Verticality |
Ok / Not Ok |
Report Number : |
|
|
||
Casing Length |
M |
C.O.L |
M |
Rig No: |
Dia. of Tremie--------------- Length--------- |
|||
Casing Dia(OD) |
mm |
Rig Type: |
|
Boring Tool used |
Bailer/Chisel/ Rotary/Grab |
|||
A.BORING LOG |
||||||||
Boring Started:
Hrs |
Boring Length Below G.L:: |
Tremie Lowering Time: |
||||||
Boring Completed: Hrs |
Boring Length Below C.O.L: |
Flushing Start time---------------- & completed
time--------------------- |
||||||
Depth (M) |
Type of Soil |
Depth(M) |
Type of Soil |
Depth(M) |
Type of Soil |
Depth(M) |
Type of Soil |
Remarks |
0-1 |
|
10-11 |
|
20-21 |
|
30-31 |
|
|
1-2 |
|
11-12 |
|
21-22 |
|
31-32 |
|
|
2-3 |
|
12-13 |
|
22-23 |
|
32-33 |
|
|
3-4 |
|
13-14 |
|
23-24 |
|
33-34 |
|
|
4-5 |
|
14-15 |
|
24-25 |
|
|
|
|
5-6 |
|
15-16 |
|
25-26 |
|
|
|
|
6-7 |
|
16-17 |
|
26-27 |
|
|
|
|
7-8 |
|
17-18 |
|
27-28 |
|
|
|
|
8-9 |
|
18-19 |
|
28-29 |
|
|
|
|
9-10 |
|
19-20 |
|
29-30 |
|
|
|
|
B.CONCRETING |
C.TESTING OF BENTONITE SUSPENSION |
|||||||
Grade of Concrete |
|
|
Concreting Started Time: |
|
1.Density of Bentonite Suspension: |
|||
Slump in mm |
|
|
Concreting Completed Time: |
|
||||
No's of Cube Taken |
|
|
Concrete Required(Theoretical): |
|
Before Flushing: |
|
||
Cube Id Marked |
|
|
Concrete consumed (Actual): |
|
After Flushing: |
|
||
D.REINFORCEMENT DETAILS |
||||||||
DESCRIPTION |
DIA |
NO'S |
CUTTING LENGTH(M) |
TOTAL LENGTH(M) |
UNIT WEIGHT(M) |
TOTAL WT IN KG |
||
|
|
|
|
|
|
|
||
|
|
|
|
|
|
|
||
|
|
|
|
|
|
|
||
|
|
|
|
|
|
|
||
|
|
|
|
|
|
|
||
|
|
|
|
GRAND TOTAL IN KG: |
|
|||
|
Contractor's Representative |
Client's Representative |
||||||
SIGN |
|
|
||||||
NAME |
|
|
||||||
DATE |
|
|
No comments:
Post a Comment