HomeMy WebLinkAbout630 SMITH ST - SPECIAL INSPECTIONS - 8/17/2006d90 &C) 3 5-90
Excavation Quality Assurance Observation
(Open -Hole)
Per the clients request, a representative of SECURF has visually
observed the soils exposed within the excavation at the site referenced
below. the following summarizes our observations and opinions at the
time of our visit.
SECUINIV.,
CONSULTING ENGINEERS
kp A CTL 1 THOMPSON COMPANY
Client:.S'1t'Anevire4 12eso'd n Site Address: 63o S r.,, }'l, 54re" �
Secure Job #: SFDI?63 - Fo.4 Co ll.s [,olo.ado
Lot: — Block: --Filing: —
Date: -15-06 Contact: colleen S njcy;cb Subdivision:
Backeround Information:
Soils Report by: 9 C 1 a 6)C 180q. 2
Date: h q _Job#: h /A
Anticipated Soil Profile: f)
Foundation Plan by: .SCC44re.
Date: % Z4-06 Job#: 5 F01303
Anticipated foundation type?
❑ spread footing ❑ wall on grade
❑ footing with voids ❑ pad and grade beam
❑ drilled piers JO other (describe)
Mo•+o s 1,. 6
Observed Soil Profile: s:iiy
sI i(4 li9l,lll�}
Dynamic Cone Penetrometer Results: 5, % 6
Notes:_ L oosr So 15 if, r. p 6 see,.24
l 0in +tit ,�� ,�4'&n to es rlr.>fti
Of 7'•• y,. 71,e 4ap2ja'I itet< T
not 6« 5 ).:o,�rol Le e.ls. itie
S l4/ b G •.d /00 re SO. Ix "C i0
Oi i1_L.S �'Oi7 SOLI % �eqe/wi'»
.D - 6" a ba.,e_
Ica de
p' 12,(0„ 'j•SNG
Summary of Opinions
A It is our opinion that the exposed soils are generally
consistent with those anticipated.
❑ It is our opinion that the exposed soils differ
significantly from those anticipated.
(2"d observation required)
Recommendations: vec7ei4�' t'a.
be�eG,I►, 5 ie Ia P lore :)
MO�s •G Coftcjl /nn 61 Gi neromPGCI Q �l
�Dofe SOt h GS ^ A e 4 Cie Pcc, e'I'[
By
Secure Foundations, LLC • 211 West Magnolia Street, Ft. Collins, CO 80521 • Ph: 970-47_ 6255 •
� Fax:970-472-6256
Footing Oualitv Assurance Observation
Per the clients request, a representative of SECURE has visually
observed the footing forms under construction at the site referenced
below. The following summarizes our observations and opinions at the
time of our visit.
SECUI%X...
CONSULTING ENGINEERS
A CTL I THOMPSON COMPANY
Client: 54Ane✓•'c 4 JCeL;den ce Site Address: 6.30 Sr :iti 51,eel
Fo. f 611'.4 LD10r1rde
Secure Job #: SFO /303 Lot: — Block: —Filing:
Date: -)5-06 Contact: Colleen SAneA,r Subdivision:
Foundation Plan Information
Plan By: S 2G.ule.
Date:7-24-06 Job#: SF01303
Fig sizes: 1 2
Pad sizes : n /G
Concrete on -site? ❑ yes , ® no, (+/- % ftg poured )
Are the footing forms free of loose material, frost, water and
or ice, roots.. etc? ❑ yes , A no
Are the Footing / Pad form sizes in general conformance to
the above foundation plan? la yes , ❑ no
Is the footing/pad reinforcing steel in -place or on site per the
above foundation plan? ❑ yes, ❑ no
Weather: Cka, WE
Notes: Reba. no,-ti
+I, e.,A fo„;
r
Na cQr�'. Vcrc_ 1
Summary of Opinions
I,$ It is our opinion that the footing formwork is in
general conformance with the foundation design
referenced above.
❑ It is our opinion that the footing formwork differs
significantly from the foundation design referenced
above (2"d observation required).
Corrective action: Tn s %^ 1 t s, fe.�o&,vi 24"x zy,,
(o.ne- bars - Linp( aa.'.. 1a. n C. n, M
2y" SPI.cc Jen!j 11ir0.41,0./
Fied Representativer` Date
39
Secure Foundations, LLC 0 211 West Magnolia Street, Ft. Collins, CO 80521 0 Ph: 970-472-6255 • Fax: 970-472-6256