HomeMy WebLinkAbout3908 Rannoch St - Correspondence - 10/26/2000Post Tension Slab
Tendon Stressing Inspection
CLIENT
Richmond American Homes
Northern Colorado Division
3561 Steve Gooch Road 0200
Longmont- CO 80504
Attn: Ms. Lorrie McNamee
Foundation Plan Design Criteria
PLANS BY: u
JOBNO.&DATE CL G—�`�-3c,
MODEL NO.
REQUIRED CONCRETE STRESSING STRENGTH
Equipment Calibration Certificates
Equipment Condition
Operation Consistent
Concrete Stressing Strength
Stressing Area Clear
Wedges Seated Correctly
Gauge Force/Elongations Comparable
Tendon Stressing Contractor:
Tendon Stressing Measurements
1�
CTUTHOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS
WC?` ' e,-
�°10g <�NNOC_
LOT U BLOCK
FILING NO. JOB NO. _N--
Foundation and Tendon Layout
t_4
t f 1- fi i
+_,�}I��
T 4
A�t +
t
44,
4 i r +
+1 tra t
f1+ t
-r�r 7-Y-?�-
I .{
--4 } 1•-T.1 r ..'�.�.
C f_4
j�j��!r
+r-!
1 t
i.
Y
f T�
*��T 'N'11
} •
- t
r
T4+1
#.-.e-.ram. ..3d.�....�. x
l..en.. �a .,.t...-..<1�....�b.�.......1
�L..
Instructions To Contractor
APPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE/REMARKS:
CONTRACT6 REPRESENTA e ' ADVISED
FIELD REPRESENTATIVE,. -{
REVIEWED BY I a „A •� 'y
DATE O€!NSPECTION- -'•