July 3 2003
Northwest Testing Company, Inc.
CONSTRUCTION TESTING and INSPECTION
ENVIRONMENTAL CONSULTATION and ASSESSMENT
FIELD INSPECTION REPORT
CLIENT:DATE:
Mountain West Senior Housing LLC July 01/03, 2003
PROJECT:REPORT NO:
Rosemont Retirement & Assisted Living 03
CONTRACTOR:PROJECT NUMBER:
Maddox Construction 0306.9
PERMIT NO: INSPECTOR:
6957 Mark Robinson
July 01: Inspector Mark Robinson on site, 9:30 am, for inspection of forms and reinforced concrete
placement. Partly cloudy, 63 degrees.
Contractor places concrete for the exterior continuous foundation walls at grid lines 9 (J.2) west
to Q (4) and the exterior continuous footings from grid lines Q (2.2) west and south to 1 (H.1).
All areas approved for concrete per structural notes on sheet S1.0, plan notes schedules on sheet
S1.1A, shear wall anchor schedule and relevant details on sheet SD.1.
Concrete is placed by truck chute at a 4.5” maximum slump and is vibrated for consolidation. One
set of compressive strength test specimens is made on the placement of 13 yards and is stored in
the field away from the work area for pickup tomorrow. See Report of Concrete Test Specimens
for further details on today’s placement.
July 03: Inspector Mark Robinson on site, 8:15 am, for inspection of forms and reinforced concrete
placement. Sunny, 62 degrees.
Contractor places concrete for the exterior continuous foundation walls from grid lines Q (4) west
and south to 1 (H.1) and exterior continuous footings from grid line 1 (H.1) south and east to grid
line 4. All areas approved for concrete per structural notes on sheet S1.0, plan notes schedules on
sheet S1.1A, shear wall anchor schedule and relevant details on sheet SD.1.
Concrete is placed by truck chute at a 4.5” maximum slump and is vibrated for consolidation. One
set of compressive strength test specimens is made on the placement of 18 yards and is stored in
the field away from the work area for pickup tomorrow. See Report of Concrete Test Specimens
for further details on today’s placement.
(Note: the short section where the foundation wall at grid line G.8 (12-12.2) was offset on the
footing is corrected today by doweling into the existing footing with several #4 dowels and
adding to the footing).
NORTHWEST TESTING COMPANY, INC.
Mark Robinson
Mark Robinson
Professional Geologist
Registered Site Assessor
cc: Susanna Owens, Greg Elmore, Doug Meltzer, Gary Carlson, John Maddox
PO BOX 11581 OLYMPIA, WASHINGTON 98508-1581 PHONE or FAX (360) 866-3647