CERT OF OCCU . .
ALLTERRA
ENGINEERING & TESTING
3866 PROSPECT AVENUE • SUITE 9 • WEST PALM BEACH, FLORIDA 33404 • (561 ) 881 -1939
REPORT OF CONCRETE TEST CYLINDERS Job No. 16-209
GENERAL INFORMATION:
Project: Harbor Estates- LOTS#13 & #48- 848 EAST DRIVE- Boynton Beach, Fl
Identification marks: HE 7/14 Client: RTG Construction, Inc.
Date sampled: 7/14/20 Time sampled: N/S Sampled by: MDW
Construction in which to be used: Auger Cast Piles
SUPPLIER INFORMATION: —1
Concrete supplier: N/S Specified strength: 4,000 psi/grout
Truck number: N/S Ticket number: N/S
Quantity in load: N/S cubic yards Cumulative quantity: N/S cubic yards
Time batched: N/S Admixture: N/A
FIELD INFORMATION:
Number of cylinders made: 4 Weather conditions: N/S
Size of test cylinders: 4r"x 8" Ambient Air Temperature: N/S
Slump of concrete: N/S Temperature of concrete: N/S
Air content% by volume: N/A Water added on site(gallons): N/S
Curing (Lab or Field): Lab Water added by: N/A
Date received by lab: 7/15/20 Condition of cylinder: Good
Remarks:
I COMPRESSION TEST RESULTS:
Date tested: 7/28/20
Break interval (age): 14 Days
Type of break: Type 5
Maximum load (lbs): 136,670
Cross-sectional Area (sq. in.): 12.59
Compressive strength(psi): 10,860
TYPE OF BREAKS:
V` .r
.1 �rA ,: H
T. t ...
• il
TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
Reasonably wolblormed Well-formed cone on one end, Columnar vemrel cracking Diagonal fracture with no cracking
cones on both ends c1' conical cracks running Through caps, through both ends,no well- bide mfr(occur et tam or Similareto Type 5
ug through the ends;lay 1 hemmer bottom(occurcommonly but end of cylinder
of cracking through caps no well-defined cone on other end formed cones to distinguish from Type 1 with unbontled caps) is pointed
ALL TERRA_
ENGINEERING & TESTING
3866 PROSPECT AVENUE • SUITE 9 • WEST PALM BEACH, FLORIDA 33404 • (561) 881-1939
July 17, 2020
RTG Construction
3300 South Congress Avenue Suite #5
Boynton Beach, FL 33426
Subject: Report of Pile Installation — Proposed Two-Story Custom Residence
848 East Road, Boynton Beach, Florida
Allterra Engineering & Testing respectfully submits this report on pile installation for the subject
project. This report provides a summary of work performed on July 13-16, 2020. This report includes
installation data for each pile.
Reference Documents
Allterra previously performed a subsurface exploration for the project. Recommendations for pile
design and capacity were presented in Allterra's Report of Geotechnical Services dated May 12th
2020.
RTG Construction provided Allterra's engineer a layout plan of pile locations by Randall Stofft
Architects dated 4-30-20 (last revision).
Observation of Pile Installation
Matthew Watts, a Florida-licensed professional engineer, observed installation of augered cast-in-
place piles on July 13-16 2020. The pile contractor's crew identified themselves as B & M Marine.
Ground surface elevation is estimated as approximately +6 (NAVD) across the project building pad.
Pile locations were field staked when Allterra arrived on site. The pile locations appeared to
correspond to those presented on the drawings. A total of 89 14-inch diameter piles were installed.
All piles were reinforced with 40-foot-long cages composed of 4 number-5 steel bars. The installed
piles achieve the project specifications for depth, diameter and reinforcement.
Grout Strength
Allterra prepared four sets of compressive-strength test specimens of grout delivered to the project
site. Samples were obtained on each day of augering. After curing in the field for one day, these
specimens were transported directly to the laboratory to be tested at 14 and 28 days of curing. A
compressive strength of 4000 PSI (pounds per square inch)was specified in Allterra's report.
REPORT OF PILE INSTALLATION JULY 17, 2020
848 EAST DRIVE BOYNTON BEACH,FLORIDA
RTG CONSTRUCTION 1 ALLTERRA Joe No. 16-209
•
Engineer's Finding
Subject to the variances and acceptable grout strength test results, the undersigned professional
engineer finds the auger-cast piles were installed in material conformance to the approved plans
cited in this report. Allpiles safely exceed the specified capacity of 36 tons (that Allterra presumed
is the working capacity).
Closing
Thank you for engaging Allterra as geotechnical consultant on this project. Please call the
undersigned if you have questions about this report or need other services.
Yours truly, \` 0 I 1111,011
Allterra EngineetiH ' nkygTo,
Certificate of
Auttketi Sass T
/Z _ IQ, • 81271 1.
Matthew Watt3,lA
Senior Engine pct STATE OF
FL Lic. No. 8127,1.F' Rl
rtoo?.•••G\*C
Attachments �°/' 'ONAL u-,0\
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REPORT OF PILE INSTALLATION JULY 17, 2020
848 EAST DRIVE BOYNTON BEACH, FLORIDA
RTG CONSTRUCTION 2 ALL TERRA JOB NO. 16-209
SUMMARY OF PILE INSTALLATION (table 1 of 3)
848 East Drive, Boynton Beach, FL
E Date CO Grade Length Rib Grout
Installation Elevation (feet) Elevation Factor
1 7/13/2020 6 40 -34 1.22
g 7/i1_4/,,2020 (3 CO 43
3 7/14/2020 6 40 -34 1.24
13 V/0/2020 (3 CO 413
5 7/14/2020 6 40 -34 1.16
a 9/,14/2020 (3 co 413 ME
7 7/14/2020 6 40 -34 1.18
E3 57/,4/2020 (3 CO 439 2S3
9 7/14/2020 6 40 -34 1.22
m V//2020 (3 CO 43 211)
11 7/14/2020 6 40 -34 1.22
a/L1/2020 (3 m 4.13
13 7/14/2020 6 40 -34 1.32
go 9//2020 0 130 4)9 2a3
15 7/14/2020 6 40 -34 1.16
m Ns,_4/2020 c3 CO 413
17 7/14/2020 6 40 -34 1.26
20 a//202o (3 CO 413 2430
19 7/14/2020 6 40 -34 1.22
m 77//2020 (3 . CO 43
21 7/14/2020 6 40 -34 1.36
igg 7/rl_4/,2020 1 d m 4:to [1
23 7/14/2020 6 40 -34 1.20
rail d C 43 2:M
25 7/15/2020 6 40 -34 1.20
EC 77//2020 d CO 42 MO
27 7/15/2020 6 40 -34 2.25
ge in d m 433 gj
29 7/15/2020 6 40 -34 1.34
m x/0/2020 (j CO 413 223
31 7/15/2020 640 -34 1.28
V/0/2020 (3 , CO 410
Notes.
1. Pile numbers assigned in order of installation.
2. All piles are 14-inch diameter with four#5 reinforcing bars.
REPORT OF PILE INSTALLATION JULY 17, 2020
848 EAST DRIVE BOYNTON BEACH, FLORIDA
RTG CONSTRUCTION 3 ALL TERRA JOB NO. 16-209
•
SUMMARY OF PILE INSTALLATION (table 2 of 3)
848 East Drive, Boynton Beach, FL
GBbG9a Date di Grade Length G$bto Grout
Installation Elevation (feet) Elevation Factor
33 7/15/2020 6 40 -34 1.68
l3 57/0/2020 o ci 4
35 7/15/2020 6 40 -34 1.32
A3 a/cls/2020 0 CO 411D
37 7/15/2020 6 40 -34 1.32
E0 57/0/2020 Q CO 4)3
39 7/15/2020 6 40 -34 1.22
57/1_5/2020 d co MG M3
41 7/15/2020 6 40 -34 1.53
as graym. 13 m 4n. MD
43 7/15/2020 6 40 -34 1.24
a) V/0/2020 13 C) 413 203
45 7/15/2020 6 40 -34 1.28
C.3 V/0/2020 13 CO 4)3
47 7/15/2020 6 40 -34 1.34
487,Ui5/2020 0 CD 4)3 223
49 7/15/2020 6 40 -34 1.28
OD x/0/2020 d CD 4D0 26CRI
51 7/16/2020 6 40 -34 1.32
ffi Winn (3 <3.) 4 Mi
53 7/16/2020 6 40 -34 1.22
nil 0 en 4)3 SO3
55 7/16/2020 6 40 -34 1.26
57/0/2020 6 CO 4
57 7/16/2020 6 40 -34 1.43
m In 3 CO 4)3 OOD
59 7/16/2020 6 40 -34 1.34
(3J 7Y 7x2020 13 CO 4)3 20§
61 7/16/2020 6 40 -34 1.28
(337/�16/t2020 13 CO 4)3 2a3
63 7/16/2020 6 40 -34 1.24
131 57/0/2020 O in 4)9 2.1.25
Notes.
1. Pile numbers assigned in order of installation.
2. All piles are 14-inch diameter with four#5 reinforcing bars.
REPORT OF PILE INSTALLATION JULY 17, 2020
848 EAST DRIVE BOYNTON BEACH.FLORIDA
RTG CONSTRUCTION 4 ALL TERRA JOB No. 16-209
SUMMARY OF PILE INSTALLATION (table 3 of 3)
848 East Drive, Boynton Beach, FL
Pile No. Date of Grade 1 Length 1 Pile Toe Grout
Installation Elevation (feet) I Elevation Factor
65 7/16/2020 6 40 -34 1.22
66 I 7/16/2020 _ 6 40 -34 1.24
67 7/16/2020 6 40 -34 1.18
P01 I 7/13/2020 6 40 -34 1.18
P02 7/14/2020 6 40 -34 1.20
P03 I 7/13/2020 6 40 -34 1.20
PO4 7/13/2020 6 40 -34 1.16
P05 I 7/13/2020 6 40 -34 1.20
P06 7/13/2020 6 40 -34 3.59
P07 I 7/13/2020 6 40 -34 1.18
P08 7/13/2020 6 40 -34 1.20
P09 I 7/13/2020 6 40 -34 1.28
P10 7/13/2020 6 40 -34 1.24
P11 I 7/13/2020 6 40 -34 1.18
P12 7/13/2020 6 40 -34 1.28
P13 I 7/13/2020 I 6 40 -34 1.22
P14 7/13/2020 6 40 -34 1.20
P15 I 7/13/2020 6 40 -341.22
P16 7/13/2020 6 40 -34 1.20
P17 I 7/13/2020 6 40 -34 1.20
P18 7/14/2020 6 40 -34 1.36
P19 I 7/14/2020 6 40 -34 1.30
P20 7/14/2020 6 40 -34 1.24
P21 I 7/14/2020 6 40 -34 1.26
P22 7/13/2020 6 40 -34 1.22
Notes.
1. Pile numbers assigned in order of installation.
2. All piles are 14-inch diameter with four#5 reinforcing bars.
REPORT OF PILE INSTALLATION JULY 17. 2020
848 EAST DRIVE BOYNTON BEACH, FLORIDA
RTG CONSTRUCTION 5 ALLTERRA JOB NO. 16-209
Sanchez, Jaime
From:Margarett Charles <MCharles@pbcgov.org>
Sent:Friday, June 18, 2021 3:10 PM
To:Mora, Liz
Cc:Willie Swoope; Derrek Moore
Subject:RE: Impact fees 08-43-45-22-07-000-0130
Good afternoon Liz,
Please see fee estimator below.
Thank you,
Margarett Charles
Financial Analyst II, Palm Beach County
Office of Financial Management & Budget
Impact Fee Office
nd
2300 N. Jog Road, 2 Floor
West Palm Beach, FL 33411-2741
Office: (561) 233-5025
Fax: (561) 656-7965
Email: MCharles@pbcgov.org
From: Mora, Liz <MoraL@bbfl.us>
Sent: Friday, June 18, 2021 2:59 PM
To: Derrek Moore <DMoore@pbcgov.org>; Margarett Charles <MCharles@pbcgov.org>
Cc: Willie Swoope <WSwoope@pbcgov.org>
Subject: Impact fees 08-43-45-22-07-000-0130
****** Note: This email was sent from a source external to Palm Beach County. Links or attachments should
not be accessed unless expected from a trusted source. *******
Good afternoon,
1
Please confirm the impact fees for the following address
New 2 story Single Family home
848 East drive
Please provide the impact fees for 2 story SF Home
4 bedroom
Application date 05/05/20
Proposed sq ft under air 4815
Garage 770
Liz Mora
Application Technician
Development, Development Services
Mailing Address: P.O. Box 310 | Boynton Beach , Florida 33425
Physical Address: 100 E. Ocean Ave. | Boynton Beach , Florida 33435
561-742-6353
MoraL@bbfl.us | boynton-beach.org/ \[boynton-beach.org\]
\[twitter.com\] \[facebook.com\] \[instagram.com\]
\[nextdoor.com\]
\[boynton-beach.org\]
\[boynton-beach.org\]
Please be advised that Florida has a broad public records law and all correspondence to me via email may be subject to
disclosure.Under Florida records law, email addresses are public records. Therefore, your e-mail communication and
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Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a
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2