JB201133.0035.Field Density Testing.2020-12-14.Rpt.0035FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
JB201133.0035
12/14/20
12/22/20
30 Corporate Cir Ste 201
Albany, NY 12203-5169
518-266-0310
Client
Rosetti Acquisitions LLC
Attn: Christopher Falvey
427 New Karner Rd
Albany, NY 12205
Fowler Square SI and CMT
Bay Road and Blind Rock Road
Queensbury, NY 12804
Project
Project Number: JB201133
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
Min 95.01101.313.2JB201133.0001B Silty sand ASTM D1557
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Exterior of Structure
1 Location 1 on attached TOF -1.5'1 10 111.5 13.7 14.0 97.8 96.5
2 Location 2 on attached TOF -1.5'1 10 112.5 15.5 16.0 97.0 95.8
3 Location 3 on attached TOF -1.5'1 10 107.4 10.6 10.9 96.8 95.6
4 Location 4 on attached TOF -1.5'1 10 110.3 12.3 12.6 98.0 96.7
5 Location 5 on attached TOF-2.5'1 10 110.3 13.7 14.2 96.6 95.4
6 Location 6 on attached TOW- 2.5'1 10 113.4 14.8 15.0 98.6 97.3
7 Location 7 on attached TOW -1.5'1 10 107.7 11.2 11.6 96.5 95.3
8 Location 8 on attached TOW -1.5'1 10 108.7 12.5 13.0 96.2 95.0
9 Location 9 on attached TOW-1 1 10 106.1 9.5 9.8 96.6 95.4
10 Location 10 on attached TOW-1 1 10 109.7 12.4 12.7 97.3 96.1
11 Location 11 on attached TOF 1 10 109.1 12.6 13.1 96.5 95.3
12 Location 12 on attached TOF+1 1 10 106.4 10.0 10.4 96.4 95.2
13 Location 13 on attached TOF+2 1 10 110.4 13.4 13.8 97.0 95.8
14 Location 14 on attached TOF 1 10 107.9 11.6 12.0 96.3 95.1
15 Location 15 on attached TOF+1 1 10 109.3 12.7 13.1 96.6 95.4
16 Location 16 on attached TOF+2 1 10 107.5 10.5 10.8 97.0 95.8
Interior of Structure
17 Location 17 on attached TOF 1 10 110.2 13.9 14.4 96.3 95.1
18 Location 18 on attached TOF 1 10 110.8 11.1 11.1 99.7 98.4
19 Location 19 on attached TOF+1 1 10 108.8 9.8 9.9 99.0 97.7
20 Location 20 on attached TOF+1 1 10 108.3 11.4 11.8 96.9 95.7
21 Location 21 on attached TOF+2 1 10 111.6 12.9 13.1 98.7 97.4
22 Location 22 on attached TOF+2 1 10 108.8 12.0 12.4 96.8 95.6
23 Location 23 on attached TOF+3 1 10 110.7 10.4 10.4 100.3 99.0
24 Location 24 on attached TOF+3 1 10 115.1 14.0 13.8 101.1 99.8
Comments:
Datum:TOF = Top of Footing TOW= Top of Found Wall Std. Cnt. M:Std. Cnt. D:1804661
Test and/or retest results on this report meet project requirements as noted above.
Last Cal. Date:Model:Make:S/N:23630 Troxler 3440 01/29/2020
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
JB201133.0035
12/14/20
12/22/20
30 Corporate Cir Ste 201
Albany, NY 12203-5169
518-266-0310
Client
Rosetti Acquisitions LLC
Attn: Christopher Falvey
427 New Karner Rd
Albany, NY 12205
Fowler Square SI and CMT
Bay Road and Blind Rock Road
Queensbury, NY 12804
Project
Project Number: JB201133
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Bobby w/ BBL & Galusha Reps
Galusha
Jared Hall
Staff Geologist
Report Distribution:
(1) Rosetti Acquisitions LLC, Christopher Falvey (1) 260 Structural Engineering, Dan Thomas
(1) BBL Construction Services, Eric Weatherwax (1) BBL Construction Services, Ryan Etue
(1) BBL Construction Services, Scott Lounsbury (1) Galusha & Sons LLC, Drew Stevens
(1) Galusha & Sons LLC, James Campagnone
Reviewed By:
Dente Group - A Terracon Co. Rep.: Nicholas Cook
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 2
DRAWING TITLE
DWG. NUMBER:
260 JOB NO.: 260-2024NO.DESCRIPTIONREVISIONSS-1
Foundation / First
Floor Plan - SouthDATE10/23/2020-302 Washington Ave. Ext.Albany, New York 12203518-452-8200 fax 518-452-2898BBLConstruServicesction3 Story Mixed UseFowler SquareBlind Rock & Bay Road, Queensbury l NYNOTE: IT IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION DEPARTMENT
LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED
ENGINEER, TO ALTER AN ITEM
AS INDICATED ON DRAWINGS,
IN ANY WAY.
Foundation / First Floor Plan - South
Scale: 1/8" = 1'-0"MatchlineKey Plan NIssued For Permit11/10/20201General Revisions11/13/20202Added Shear WallsUnreinforcd
5- #4 bars each way bottom
3'-0" x 3'-0" x 1'-0" thick
4'-6" x 4'-6" x 1'-0" thick
Type
Footing Schedule
Size Reinforcing
4- #5 bars each way bottom5'-0" x 5'-0" x 1'-1" thick
5- #5 bars each way bottom5'-6" x 5'-6" x 1'-2" thick
6- #5 bars each way bottom6'-0" x 6'-0" x 1'-3" thick
7- #5 bars each way bottom6'-6" x 6'-6" x 1'-4" thick
8- #5 bars each way bottom7'-0" x 7'-0" x 1'-5" thick
6- #6 bars each way bottom7'-6" x 7'-6" x 1'-6" thick
7- #6 bars each way bottom8'-0" x 8'-0" x 1'-7" thick
8- #6 bars each way bottom8'-6" x 8'-6" x 1'-9" thick
9- #6 bars each way bottom9'-0" x 9'-0" x 1'-10" thick
10- #6 bars each way bottom9'-6" x 9'-6" x 1'-11" thick
8- #7 bars each way bottom10'-0" x 10'-0" x 2'-0" thick
9- #7 bars each way bottom10'-6" x 10'-6" x 2'-1" thick
10- #7 bars each way bottom11'-0" x 11'-0" x 2'-2" thick
11- #7 bars each way bottom11'-6" x 11'-6" x 2'-3" thick
(3,000 PSF Bearing Pressure)
F45
F30
F50
F55
F60
F65
F70
F75
F80
F85
F90
F95
F100
F105
F110
F115
72'-4"
8'-0"14'-0"28'-4"14'-0"8'-0"
329'-8"
25'-8"26'-4"25'-8"26'-4"12'-6"16'-0"16'-4"34'-10"
24'-0"13'-10"16'-6"30'-0"25'-8"12'-10"60'-8"12'-10"25'-8"126'-4"3'-0"3'-0"45'-10"25'-8"20'-0"14'-4"10'-6"4'-0"6'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"2'-0"
3'-0"
3'-0"
2'-0"
4'-0"
2'-6" footing
8" wall
11"
2'-6" footing
8" wall
2" shelf
11"2'-6" footing8" wall2" shelf11"2'-6" footing8" wall2" shelf11"2'-6" footing8" wall2" shelf11"1'-2"2'-0"3'-0"3'-0"13'-3"20'-0"7'-6"13'-3"2'-0"4'-0"5'-2"7'-2"26'-4"
470'-4"
2'-0"7'-0"16'-2"14'-4"10'-6"4'-0"6'-0"3'-0"7'-012"3'-0"3'-0"4'-0"3'-0"3'-0"3'-1"1 2 3 4 5 6 7 8 9 10 11
A
B
C
E
F
G
K
R
S
T
20191817166121314523
H
D
15
29'-0"1'-6"29'-0"29'-0"29'-0"17'-1"2'-11"29'-0"29'-0"29'-0"20'-0"16'-3"3'-0"1'-2"10'-6"12'-0"6'-8"11'-6"7'-4"3'-0"1'-0"16'-0"26'-0"17'-0"3'-0"1" expansion jointStair No. 1
Elevator PitFooting Type "F75"T.F.E. -4'-0"Footing Type "F50"T.F.E. -4'-0"Footing Type "F86"T.F.E. -4'-0"Footing Type "F50"T.F.E. -4'-0"Footing Type "F50"T.F.E. -4'-0"Footing Type "F50"T.F.E. -4'-0"Footing Type "F50"T.F.E. -4'-0"Footing Type "F50"T.F.E. -4'-0"Footing Type "F70"T.F.E. -4'-0"Footing Type "F45"T.F.E. -4'-0"Footing Type "F70"T.F.E. -1'-4"Footing Type "F50"T.F.E. -4'-0"Footing Type "F75"T.F.E. -1'-4"Footing Type "F105"Footing Type "F90"Footing Type "F95"T.F.E. -1'-4"T.F.E. -1'-4"T.F.E. -1'-4"Footing Type "F90"Footing Type "F95"T.F.E. -1'-4"T.F.E. -1'-4"Footing Type "F90"T.F.E. -2'-0"Footing Type "F90"T.F.E. -1'-4"Footing Type "F90"T.F.E. -1'-4"Footing Type "F80"T.F.E. -4'-0"Footing Type "F90"T.F.E. -1'-4"Footing Type "F90"T.F.E. -1'-4"Footin
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Floor Drain
Floor Drain Floor Drain Floor Drain
5" concrete slab with
6x6- W2.9xW2.9 wwf
F.F.E. 0'-0"
5" concrete slab with
6x6- W2.9xW2.9 wwf
F.F.E. 0'-0"
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ing
Type
"F30"T.F
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.
-4
'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"Footing Type "F30"T.F.E. -4'-0"4- #4 bars each way bottom4'-0" x 4'-0" x 1'-0" thickF40
5'-0"
B
B
A
A
B
A
A
C
D
E
E
A A A A
Foot
ing
Type
"F50"T.F
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.
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'-0"
E
Slab control or
construction joist
(typical)
Column isolation
joint (typical)
Overpour slab
@ entry door
(typical)
Overpour slab
@ garage door Footing Type "F40"T.F.E. -4'-0"F.S.F.S.Footing Type "F90"T.F.E. -4'-0"3'-0"
3'-0"
8 #5 bars long and #5
bars @9"o.c. short in
addition to elevator pit
reinforcing
3'-0"3'-0"Footing Type "F95"T.F.E. -4'-0"8 #5 bars long and #5
bars @9"o.c. short in
addition to elevator pit
reinforcing
3'-0"3'-0"3'-0"
Footin
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T.F.E.
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B
A
A
Overpour slab
@ entry door
(typical)
FF
F
1
1
1
1
1
1
1
1
BT.P.E.-0'-8"B T.P.E.-0'-8"B
T.P.E.-0'-8"B T.P.E.-0'-8"B
T.P.E.-
0
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8
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B T.P
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8
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C
T.P.E.2'-0"A
T.P.E.2'
-
0
"
A
T.P.E.2'-0"B
T.P.E.-1'-4"B
T.P.E.-
1
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-
4
"
B
T.P.E.-
1
'
-
4
"
A
T.P.E.2'-0"D T.P
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2'-0
"
F
T.P.E.0'-6"F
T.P.E.0'
-
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"
F
T.P.E.0'
-
6
"
B
T.P.E.-
0
'
-
8
"
B
T.P.E.-0'-8"FT.P.E.0'-6"F T.P.E.0'-6"F T.P.E.0'-6"F T.P.E.0'-6"A
T
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-
6
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T.P
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8
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BT.P.E.-1'-4"AT.P.E.2'-0"A T.P.E.2'-0"A
T.P.E
.
2'-0"
C
T.P.E.2'-0"CT.P.E.
2'-0"
C T.P.E.2'-0"AT.P
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BT.P.E.-1'-4"B
T.P.E
.
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B
T.P
.
E
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4
"
AT.P.E.2'-0"BT.P.E.-
1
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E T.P.E.2'-0"D T.P.E.2'-0"F
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0'-6"F
T.P
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0'-6
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F
T.P
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F T.P
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"UpUpUp Up-0.00"-0.00"-0.00"
-0.00"
-0.00"-0.00"
-0.00"-0.00"
-0.00"
-0.00"
-0.75"
-1.50"
-0.75"
-1.50"
-0.75"-0.75"
-1.50"
-0.75"
-1.50"
-0.75"
-1.50"
-0.75"-0.75"
-0.00"
-0.75"
-0.00"-0.00"-0.00"
+0.75"+0.75"
-0.75"
-0.75"-0.75"-0.75"
-1.50"-1.50"
-1.50"-1.50"
-1.50"
-1.50"
-1.50"
-1.50"
-0.00"
-0.00"-1.50"-1.50"-1.50"
-1.50"-1.50"
-0.00"
-0.00"-0.75"
-0.75"
-0.00"-0.00"
-0.00"
-1.50"-1.50"
-0.00"
-8.50"
-8.50"
-6.50"
-8.50"
-8.50"
-1.50"
Step
Wall
Step
Wall
Shear Wall No. 1
Shear wall
No. 2
2
2
CL
CL 2'-0"10"6"8"1'-2"1'-8"
10"10"
11
2" cover
#4 stirrups @ 12"o.c.
8- #8 bars vertical - dowel
to footing
Typical wall reinforcing
#4 ties @ 12"o.c.1'-8"10"10"CL
#4 stirrups @ 12"o.c.
6- #8 bars vertical - dowel
to footing
11
2" cover
Pier Details
Scale: 3/4" = 1'-0"
CL
1'-8"
10"10"
#4 ties @ 12"o.c.2'-0"1'-0"1'-0"CL
#4 stirrups @ 12"o.c.
8- #8 bars vertical - dowel
to footing
11
2" cover
CL
2'-0"
1'-0"1'-0"
#4 ties @ 12"o.c.2'-0"1'-0"1'-0"S
#4 stirrups @ 12"o.c.
12- #8 bars vertical -
dowel to footing
11
2" cover
19
#4 ties @ 12"o.c.
3'-6"2'-4"1'-2"1'-2"CL
#4 stirrups @ 12"o.c.
8- #6 bars vertical - dowel
to footing
11
2" cover
CL
2'-4"
1'-2"1'-2"
#4 ties @ 12"o.c.1'-8"10"10"G
#4 stirrups @ 12"o.c.
12- #8 bars vertical -
dowel to footing
11
2" cover
19
10"10"
#4 ties @ 12"o.c.
3'-2"
2020
R
Type "A"Type "B"Type "C"Type "F"Type "D"Type "E"
1'-6"
1'-0"1'-0"1'-6"
1