HomeMy WebLinkAbout1521 Reeves Dr - Special Inspections/Engineering - 04/18/2003Excavation/Pier
Inspection
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
CLIENT: Lennar Corporation ADDRESS:
clo US- Hama Corporation 2 1,06-C
— 2695 Eisenhower Boulevard Li �NE_�'�fSuite 230
LOT a t/BLOCK _
FILING NO. 1 JOB NO: 15
Jason Phillips, Ejullder
Recommended Foundation System
Q%0HE 1P3®ICJOB NO. j& /_Z79%V
DATED 17 -/ f d a
❑ DRILLED FRICTION PIERS
MAXIMUM END PRESSURE FOR PIERS = PSF.
SKIN FRICTION OF PSF.
MINIMUM DEAD -LOAD PRESSURE OF F.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
MINIMUM LENGTH FEET
gk�RILLED PIERS INTO BEDROCK
MAXIMUM END PRESSURE FOR PIERS-- PSF.
SKIN FRICTION OF Z31ro PSF.
MINIMUM DEAD-' nAll PRESSURE OF W4 To PSF.
PROVIDE A /T _ '. INCH VOID BENEATH GRADE BEAMS.
BEDROCK PENETRATION _ O FEET
MINIMUM LENGTH /B FEET
Foundation Plan
BY 111110 Cft /,41- f 4
PLAN NO. "[j • ;L72F 1h
PIER DIAMETER /d INCHES
WALL PIER PENETRATION ,(D FEET
COLUMN PIER PENETRATION FEET
Reinforcement �/
3—No. O GRADE 60 BARS
Conditions Observed
!
SOILS IN EXCAVATION:01- CL flu l IMA -109
—b CL. z
SOILS IN
Foundation Layout
♦ INDICATES PIER INSPECTED
DRILLING COMPANY
&I -/gr/d/c K P.e/14'/1vc-
LO ER LEVEL UPPER LEV L
fu PIER NO. "3 J/ 4
IN OVERBURDEN FT.
IN BEDROCK 2-0 FT. ZO FT,
,P PTH TO GROUNDWATER FT. FT.
Groynd Water Conditions
,� /NON'E IN EXCAVATION
LYNONE ENCOUNTERED IN BORING NO. 12.eqTo 7h FEET
❑ ENCOUNTERED AT FEET IN BORING NO.
Remarks:
FwD lGt/af�h' 027 P/��_S Z3
//✓ 1-En/61�1f
❑ PIER INSTALLATION NOT APPROVED
TACK P ,
CASED DEPTH -- FT. FT.
Inst yctions To Contractor
IERS OBSERVED WERE SUPPORTED BY MATERIALS
RECOMMENDED DESIGN CRITERIA ,- r•; �+w ,
f'� f--S
�TkfdN wILIL atii Q�6 ' P/
r(-ro-o 3 Ja:;
DATE OF INSPECTION