GM1916696.000 - Queensbury NY - Field Report - 08-09-193
352 TURNPIKE ROAD
SUITE 320
SOUTHBOROUGH, MA 01772
508.485.0755
whitestoneassoc.com
REPORT OF SITE INSPECTION
Client:
Project:
Insp. Date:
Aldi, Inc.
Aldi Supermarket, 708 Upper Glen Street Queensbury, New York
August 9, 2019 WAI Project No.:GM1916696.000 Page 1of 1
Weather: Clear Temp. Range: 70 to 85 °F Inspector: S. Brodell
Present at Site: K4-H
Other Office Locations:
WARREN, NJ
908.668.7777
CHALFONT, PA
215.712.2700
ROCKY HILL, CT
860.726.7889
WALL, NJ
732.592.2101
STERLING, VA
703.464.5858
EVERGREEN, CO
303.670.6905
Whitestone arrived on-site to provide construction monitoring associated with site development.
Whitestone observed the placement of approximately 15 cubic yards of 4,000 psi, air entrained concrete for
the retaining wall on the south side of the building. Prior to concrete placement, reinforcing steel was
inspected for size, splice length, spacing, and clearance. Results indicate compliance with the details and
specifications provided. The concrete was tested for temperature, air and slump with results within
project specification. One set of six cylinders was fabricated this day for compressive strength testing.
Detailed results of the concrete tests are included in the attached Report of Concrete Placement
Inspection.
Whitestone observed fill placement around the foundation walls at the front entrance of the building and cart
corral stem wall. Fill placed consisted of on-site sand and compactive efforts were applied using a vibratory
plate compactor. Six soil density tests were taken in the area. Results obtained from in-place moisture-
density testing, performed in accordance with ASTM D6938 standards, indicated adequate soil compaction per
project specifications of at least 95 percent of the laboratory maximum dry density, as determined by the
Modified Proctor (ASTM D1557) value. Detailed compaction results are on the attached Report of Soil
Compaction.
At the conclusion of today's services, results were reported to the contractors
REPORT OF CONCRETE PLACEMENT INSPECTION
Whitestone Associates, Inc.
Client: Aldi, Inc. Project: Aldi Market, 708 Upper Glen Street Queensbury, NY
Inspection Date: August 7, 2019 WAI Project No. GM1916696.000 Page: 1 of 1
FIELD DATA:
SET NO.
NO. OF
CYLINDERS
MADE
CONCRETE
SUPPLIER
TICKET NUMBER
TIME
TRUCK
DISPATCHED
TIME
TRUCK
UNLOAD
CUBIC
YARDS OF
CONCRETE
SLUMP
(in)
AIR
CONTENT
(%)
CONCRETE
TEMPERATURE
(ºF)
1 6 Pallette
3764 2:40 pm 3:10 pm 11.0 3.5 6.3 82
LOCATION
Retaining Wall located at the south side of the building
REMARKS:
Approximately 11 cubic yards of 4,000-psi, concrete
Client:Date:
Project:Weather:
Location:WAI Project No.:
Test
No.
Location
(See Attached
Sketch)
Depth
TOW*/El.
(ft)
Dry
Density
(pcf)
Percent
Compaction
(%)
Required
Compaction
(%)
1 Cart Corrar -2 118.3 99.0 95
2 Cart Corrar -2 113.9 95.3 95
3 Cart Corrar -2 118.6 99.2 95
4 Foundation Walls -3 115.6 96.7 95
5 Foundation Walls -3 116.6 97.6 95
6 Foundation Walls -3 115.4 96.6 95
7
8
9
10
11
12
13
14
15
16
*TOW: Top of Wall
Laboratory Data:
Sample ID Maximum Dry Density (pcf)
WHITESTONE ASSOCIATES, INC.
REPORT OF SOIL COMPACTION
Optimum Moisture (%)
10.9
GM1916696.000
Clear 70 - 85 °F
August 9, 2019Aldi, Inc.
708 Upper Glen Street Queensbury NY
Aldi Supermarket
On-Site 119.5
6.5
7.0
6.9
7.0
7.0
121.3
9.0 128.9
123.5On-Site
On-Site
On-Site
On-Site 126.9
On-Site 123.6
124.8
Wet
Density
(pcf)
Moisture
(%)
Sample
ID
On-Site