HomeMy WebLinkAbout716 Yarnell Ct - Inspection Results - 12/30/1999Excavation/Pier
Inspection
CLIENT:
Engle Homes
7340 Calev Avenue Ste 300
Englewood Colorado 80111
Attn: Mr. Eric Eckbera
Recommended Foundation SXstem
CTL/THOMPSON JOB NO. r l
DATED
❑ DRILLED FRICTION PIERS
MAXIMUM END PRESSURE FOR PIERS
SKIN FRICTION OF
MINIMUM DEAD -LOAD PRESSURE OF
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
MINIMUM LENGTH FEET
DRILLED PIERS INTO BEDROCK ^
MAXIMUM END PRESSURE FOR PIERS= d 0 PSF.
SKIN FRICTION OF PSF.
MINIMUM DEAD -LOAD PRESSURE OF0(7) PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
BEDROCK PENETRATION Cb �,,� FEET
MINIMUM LENGTH - Ut, N NxE��-c�i- Alei�- ftET
Foundatioon Plan
BY 9,o1G gC t \_.
PLAN NO. - -Ae
PIER DIAMETER O INCHES
WALL PIER PENETRATION T`s '� TS �FEET
COLUMN PIER PENETRATION FEET
Reintoement Q
NO. \ ` GRADE ap BARS
®CT/THOMPSON. INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS: �Uet�Y.YNC�_% `y \ (:]C
V- L _UA .
LOT T . BLOCK —
FILING NO. co JOB NO. N 36
Foundation Layout
-t-
7
TT
1
P
i-T-,
r +'
r
T
L
} INDICATES PIER INSPECTED
Conditions Observed T \ DRILUNG COMPANY
.�
SOILS IN EXCAVATION: O-a CoS\.So.r\�, 4,s_ y7
\'�c-ov�0,
SOILS IN PIERS:°��-'}"yam-``
Ground water Conditions fro.
NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO FEET
IN ENCOUNTERED AT k% FEET IN BORING NO.
w
0
LOWER LEVEL
UPPER LEVEL
PIER NO.N�i^
IN OVERBURDEN_
FT.
FT.
IN BEDROCK��
FT.
a� FT.
-,'DEPTH TO GROUNDWATER %4Z_T$_FT.
%_11, J �G(FT.
CASED DEPTH
=^- FT.
FT.
Instructions Jo Contractor
PIERS OBSE
D WERE SUPPORTED BY MATERIALS SUITABLE FOR
RECOMME
ED DESIGN CRITERIA
❑ PIER IN35TA#ATION NOT
0