42 11TH ST FOUNDATION REPORT LEGACY ENGINEERING. ONO
ARD
LEGACY JAG" BEACH E, FLV322
JADKGO NVILLE� FL 3E216
v0a-921-1100 OFFICE
ENGINEERING, INC
9Da-921-1 100 FAX { „
May 3,2016
Inspired Homes,LLC
Attention: Mr.Jeff Tabb
2215 South 3rd Street,Suite 101
Jacksonville Beach,Florida 32250 M
RE: Summary of Installation of Auger-Grouted Production Pile42 11th Street
Beliles Residence
Atlantic Beach,Florida
Legacy Project 916-2299,Report#1
Gentlemen:
The purpose of this letter is to provide a summary report for the installation of the auger-grouted
production pile for the subject site. Representatives of Legacy Engineering were present onsite during the
installation of the production piles on the dates May 2nd and 3rd,2016.
Copies of the Angered Piling Worksheets are attached for the production piling. The piles were installed
during a period of two working days. We monitored the pile installation including the pile locations, pile
depths,the grout utilized to construct the pile and we also obtained samples of the grout for compressive
strength testing. We also monitored the installation of the steel reinforcement for each pile.
A total of forty-eight(48), 14-inch diameter auger-grouted piling were installed. The piles were installed
by Brevard Grouting. A piling plan was provided. The individual piles were numbered on this plan, and
these pile numbers are included on the attached Angered Piling Worksheets. The locations of the
production piles had been staked prior to our arrival at the site.
The production piles were installed to depths of approximately 34 feet below the existing ground surface.
The only exception was that pile#36 was installed to a depth of 37 feet below the existing ground surface
(tip elevation of -20). Piles #33, 34 and 35 encountered concrete rubble and debris at a depth of
approximately 7 to 8 feet below the existing grade, but the auger rig was able to penetrate through the
debris.
The pile lengths and grout factors for the individual piling are listed on the attached worksheets. Based
on the results of the pile installation, the average daily grout factor for the project production piling
ranged from 1.38 to 1.39.
The steel reinforcement for the cage consisted of seven(7)No. 5 bars, 33-feet in length, with No. 3 bar
ties on 12-inch centers.
Based on the results of our inspection and testing, it is our opinion that the project piling were installed in
accordance with the project plans and specifications. Results of the compressive strength testing on the
grout utilized to construct the piling will be reported separately.
Consulting Engineering Services
The Ellis Family Has Been Serving the Engineering and Construction Industries Since 1939
Lucy Project#162299.1-4211@ Seat-Aaemic Beech,Flondit Pege 2 of 2
Thank you again for allowing Legacy Engineering the opportunity to provide testing and inspection
services for this project. If you should have any questions regarding this report or if we may be able to
serve you in any other way, please contact us at(904)721-1100.
o1Nl)
Respectfully submi �'_ Rj-
„xxxoyx,.
GACY ENG + fj
5 c No.45202
Iris IL STATE OF rQ
Licensed,Florida ORMP:-`*
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JEF/meg ONAL
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w/attachments(AugeTi ing Worksheets)
LEGACY
ENGINEERING,INC. AUGEREDPILING WORKSHEET SHEET Iof6
Project: 4211th Street-Atlantic Brach,FL Date: 5/2/2016
Contractor: Weather: Sunny
Piling Contractor: Brevard Grouting
Engineer: Lou Pontigo&Associates Ambient Temp: 85°F
Architect: Pile Foreman: Chris
Location: Piling for foundations Crew: Brevard
Crane: Drott
Concrete Supplier: Cemex Concrete Pump: Olin
Type of Grout: 5000 PSI-Mix 01028490
Pile R 1 2 3 4 5 6 7 8
Time Start 10:01 AM 10:12 AM 10:29 AM 10:40 AM 10:52 AM 11:02 AM 11:13 AM 11:30 AM
Time End 10:10 AM 10:26 AM 10:37 AM 10:50 AM 11:00 AM 11:12 AM 11:22 AM 11:38 AM
Pile Diameter,Inches 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00
Ground Elevation 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50
Tip Elevation
Butt Elevation 16.50 17.00 17.00 17.00 17.00 16.33 16.33 16.33
Total Length,Feet 34.00 34.00 34.00 34.00 34.00 34.00 34.00 34.00
Theoretical Vol.,it36.35 36.35 1 36.35 36.35 1 36.35 1 36.35 36.35 36.35
Pump Strokes 47 58 48 48 47 48 49 51
Pump Calibr.,ft 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08
Actual Volume, 50.76 62.64 51.84 51.84 50.76 51.84 52.92 55.08
Grout Factor 1.40 1.72 1.43 1.43 1.40 1.43 1.46 1.52
Reinforcement Yes Yes Yes Yes Yes Yes Yes Yes
Truck 4 10064908 10024880
Tlcket4 58644944 58644946
Truck Load(CY) 9of9 9of i8
Batch Time 9:00 9:31
Discharge Time 10:00 1 10:57
Water Added? 0 30
Air(%)
Unit Weight(PCF)
specimens Made? No No
Test Date N/A N/A
Comp.Strength(PSI) 5000 5000
Flow(seconds) 21 20
Grout 7emp.(°F) 1 80 1 82
Remarks: Steel reinforcement consisted of seven(7)No.5 bars,33-feet In length,with No.3 bar
ties on 12-inch centers.
Pile#2 was re-drilled.
Daily Totals:
Total Length 1496 Feet
Total Calculated Volume 1599.22 ft3
Total Actual Volume 2215.08 ft3
Total Grout Factor 1.39
Checked By: John E. Ellis,ll,P.E. Date: May 3,2016
LEGACY
ENGINEERING,INC. AUGERED PILING WORKSHEET SHEET 2of6
Project: 4211th Street-Atlantic Brach, FL Date: 5/2/2016
Contractor: Weather. Sunny
Piling Contractor: Brevard Grouting
Engineer: Lou Pontlgo&Associates Ambient Temp: 85OF
Architect: Pile Foreman: Chris
Location: Piling for Foundations Crew: Brevard
Crane: Drott
Concrete Supplier: Cemex Concrete Pump: Olin
Type of Grout: 5000 PSI-Mix#1028490
Pile# 9 10 11 12 13 14 15 16
Time Start 11:45 AM 11;55 12:07 PM 12:19 PM 12:42 PM 12:54 PM 1:05 PM 1:19 PM
Time End 11:53 AM 12:04 PM 12:17 PM 12:27 PM 12:51 PM 1:03 PM 1:16 PM 1:29 PM
Pile Diameter,Inches 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00
Ground Elevation 16.50 16.50 16.50 16.50 16.50 1650 16.50 16.50
Tp Elevation
Butt Elevation 16.33 16.33 16.33 16.33 16.50 17.00 17.00 16.33
Total Length,Feet 34.00 34.00 34.00 34.00 34.00 34.00 34.00 34.00
Theoretical Vol.,ft 36.35 36.35 36.35 36.35 36.35 36.35 36.35 36.35
Pump Strokes 46 46 47 51 58 45 46 48
Pump Calibr.,ft 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08
Actual Volume,ft 49.68 49.68 50.76 55.08 62.64 48.60 49.68 51.84
Grout Factor 1.37 1.37 1.40 1.52 1.72 1.34 1.37 1.43
Reinforcement Yes Yes Yes Yes Yes Yes Yes Yes
Truck# 10024880 10026432 10064609
Ticket# 58644946 58066880 58066881
Truck Load(Cy) 9 of 18 9 of 27 9 of 36
Batch Time 9:31 11:05 11:55
Discharge Time 10:57 1 11:50 12:48
Water Added? 10 10 10
Air(%)
Unit Weight(PCF)
Specimens Made? No No =2/
Test Date N/A N/A
Comp.Strength(PSI) 5000 5000 Flow(seconds) 20 21 Grout Temp.(°F) 82 82
Remarks: Steel reinforcement consisted of seven(7) No.5 bars,33-feet in length,with No.3 bar
ties on 12-inch centers.
Daily Totals:
Total Length Feet
Total Calculated Volume ft3
Total Actual Volume ft3
Total Grout Factor
Checked By: John E.Ellis, II, P.E. Date: May 3,2016
LEGACY
ENGINEERING,INC. AUGERED PILING WORKSHEET SHEET of
Project: 42 11th Street-Atlantic Brach, FL Date: 5/2/2016
Contractor: Weather: Sunny
Piling Contractor: Brevard Grouting
Engineer: Lou Pontigo&Associates Ambient Temp: 850F
Architect: Pile Foreman: Chris
Location: Piling for Foundations Crew: Brevard
Crane: Drott
Concrete Supplier: Cemex Concrete Pump: Olin
Type of Grout: 5000 PSI-Mix#1028490
Pile# 17 18 19 20 21 22 23 24
Time Start 1:31 PM 1:44 PM 1:59 PM 2:11 PM 2:27 PM 2:41 PM 2:56 PM 3:14 PM
Time End 1:42 PM 1:55 PM 2:08 PM 2:19 PM 2:36 PM 2:51 PM 3:05 PM 3:22 PM
Pile Diameter,Inches 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00
Ground Elevation 16.50 16.50 16.50 16.50 16.50 16.50 I6.S0 16.50
Tip Elevation
Butt Elevation 16.33 17.00 17.00 16.33 16.50 17.00 17.00 11.42
Total Length,Feet 34.00 34.00 34.00 34.00 34.00 34.00 34.00 34.00
Theoretical Vol.,k 36.35 1 36.35 1 36.35 36.35 1 36.35 36.35 1 36.35 1 36.35
Pump Strokes 48 45 47 46 46 47 49 46
Pump Calibr,ft1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08
Actual Volume,k 51.84 48.60 50.76 49.68 49.68 50.76 52.92 49.68
Grout Factor 1.43 1.34 1.40 1.37 1.37 1.40 1.46 1.37
Reinforcement Yes Yes Yes Yes Yes Yes Yes Yes
Truck 10064609 10064908 10024880
Ticket# 58066881 58066883 58644951
Truck Load ICY) 9 of 36 9 of 45 9 of S4
Batch Time 11:55 12:19 12:55
Discharge Time 12:48 1 13:51 1 1 14:33
Water Added? 10 20 15
Air(%)
Unit Weight(PCF)
Specimens Made? No No No
Test Date N/A N/A N/A
Comp.Strength(PSI) 5000 5000 5000
Flow(seconds) 20 20 20
Grout Temp.(OF) 83 83 84
Remarks: Steel reinforcement consisted of seven(7) No.5 bars,33-feet in length,with No.3 bar
ties on 12-inch centers.
Daily Totals:
Total Length Feet
Total Calculated Volume k3
Total Actual Volume k3
Total Grout Factor
Checked By: John E. Ellis, II,P.E. Date: May 3,2016
LEGACY
ENGINEERING,INC. AUGERED PILING WORKSHEET SHEET 4 of 6
Project: 42 11th Street-Atlantic Brach, FL Date: 5/2/2016
Contractor: Weather: Sunny
Piling Contractor: Brevard Grouting
Engineer: Lou Pontigo&Associates Ambient Temp: 85OF
Architect: Pile Foreman: Chris
Location: Piling for Foundations Crew: Brevard
Crane: Drott
Concrete Supplier: Cemex Concrete Pump: Olin
Type of Grout: 5000 PSI-Mix 81028490
Pile# 25 26 27 28 29 30 31 32
Time Start 3:24 PM 3:33 PM 3:42 PM 3:51 PM 4:02 PM 4:12 PM 4:25 PM 4:38 PM
Time End 3:32 PM 3:41 PM 3:50 PM 4:00 PM 4:11 PM 4:23 PM 4:36 PM 4:48 PM
Pile Diameter,Inches 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00
Ground Elevation 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50
Tip Elevation
Butt Elevation 11.25 11.42 11.25 16.50 16.50 17.00 11.75 10.75
Total Length,Feet 34.00 34.00 34.00 34.00 34.00 34.00 34.00 34.00
Theoretical Vol., 36.35 36.35 36.35 36.35 36.35 36.35 36.35 36.35
Pump Strokes 46 47 46 48 47 46 45 44
Pump Calibr.,ft 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08
Actual Volume,ft' 49.68 50.76 49.68 51.84 50.76 49.68 48.60 47.52
Grout Factor 1.37 1.40 1.37 1.43 1.40 1.37 1.34 1.31
Reinforcement Yes Yes Yes Yes Yes Yes Yes Yes
Truck# 10024880 10055275 10064609
Ticket 58644951 58644952 58066884
Truck Load(CY) 9 of 54 9 of 63 9 of 72
Batch Time 12:55 1 14:00 1 15:17
D arge time 14:33 15:47 16:45
Water Added, 15 10 15
Air(%)
Unit Weight(PCF)
Specimens Made? No No No
Test Date N/A N/A N/A
Comp.Strength(P51) 5000 5000 5000
Flow(seconds) 20 20 20
Grout Temp.(°F) 84 85 1 85
Remarks: Steel reinforcement consisted of seven(7) No.5 ban,33-feet in length,with No.3 bar
ties on 12-inch centers.
Daily Totals:
Total Length Feet
Total Calculated Volume 11:3
Total Actual Volume 113
Total Grout Factor
Checked By: John E.Ellis,ll,P.E. Date: May 3,2016
LEGACY
ENGINEERING,INC. AUGERED PILING WORKSHEET SHEET of
Project: 4211th Street-Atlantic Brach, FL Date: 5/2/2016
Contractor: Weather: Sunny
Piling Contractor: Brevard Grouting
Engineer: Lou Pontigo&Associates Ambient Temp: 85OF
Architect: Pile Foreman: Chris
Location: Piling for Foundations Crew: Brevard
Crane: Drott
Concrete Supplier: Cemex Concrete Pump: Olin
Type of Grout: 5000 PSI-Mix#1028490
Pile# 33 34 35 36 37 38 39 40
Time Start 4:50 PM 4:58 PM 5:10 PM 17;30 SAS PM 17;57 6:07 PM 6:17 PM
Time End 4:58 PM 5:07 PM 5:26 PM 5:39 PM 5:56 PM 6:05 PM 6:15 PM 6:29 PM
Plle Diameter,Inches 14.00 14.00 14.00 14.00 MOD 14.00 14.00 14.00
Ground Elevation 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50
TIP Elevation -20.00
Butt Elevation 11.75 10.75 16.50 17.00 17.00 17.00 17.00 17.00
Total Length,Feet 34.00 34.00 34.00 37.00 34.00 34.00 34.00 34.00
Theoretical Vol.,fir 36.35 1 36.35 36.35 1 39.55 1 36.35 36.35 1 36.35 36.35
Pump Strokes 45 1 45 46 56 47 48 46 46
Pump Calibr.,ft 1.08 1.08 1.08 1.08 1.08 1.08 1.08 1.08
Actual Volume,h 48.60 48.60 49.68 60.48 50.76 51.84 49.68 49.68
Grout Factor 1.34 1.34 1.37 1.53 1.40 1.43 1.37 1.37
Reinforcement Yes Yes Yes Yes Yes Yes Yes Yes
Truck# 10064609 10064908
Ticket# 58066884 58644953
Truck Load(CY) 9 of 72 9 of 81
Batch Time 15:17 15:54
Discharge Time 16:45 1 17:36
Water Added? 15 15
Air(%)
Unit Weight(PCF)
Specimens Made? No No
Test Date N/A N/A
Comp.Strength(PSI) 5000 5000
Flow(seconds) 20 20
Grout Temp.(°F) 85 85
Remarks: Steel reinforcement consisted of seven(7) No.5 bars,33-feet in length,with No.3 bar
ties on 12-inch centers.
Piles#33,34 and 35 encountered concrete rubble and debris at depths of 7 to 8 feet below grade.
Pile#36 was Installed to a depth of 37 feet below the ground surface(tip elevation of-20).
Daily Totals:
Total Length Feet
Total Calculated Volume ft3
Total Actual Volume ft3
Total Grout Factor
Checked By: John E.Ellis, ll, P.E. Date: May 3,2016
LEGACY
ENGINEERING,INC. AUGERED PILING WORKSHEET SHEET6 of
Project: 42 11th Street-Atlantic Brach, FL Date: 5/2/2016
Contractor: Weather: Sunny
Piling Contractor: Brevard Grouting
Engineer: Lou Pontigo&Associates Ambient Temp: BSaF
Architect: Pile Foreman: Chris
Location: Piling for Foundations Crew: Brevard
Crane: Drott
Concrete Supplier: Cemex Concrete Pump: Olin
Type of Grout: 5000 PSI-Mix 81028490
Pile# 41 42 43 44
Time Start 6:30 PM 6:42 PM 6:54 PM 7:04 PM
Time End 6:40 PM 6:52 PM 7:02 PM 7:13 PM
Pile Diameter,Inches 14.00 14.00 14.00 14.00
Ground Elevation 16.50 16.50 16.50 16.50
Tip Elevation
Butt Elevation 17.00 17.00 17.00 16.33
Total Length,Feet 34.00 34.00 34.OD 34.00
Theore0wl Vol,ft 36.35 1 36.35 36.35 36.35
Pump Strokes 47 46 45 48
Pump Caebr,fe 1.08 1.08 1.08 1.08
Actual Volume,it50.76 49.68 48.60 51.84
Grout Factor 1.40 1.37 1.34 1.43
Reinforcement Yes Yes Yes Yes
Truck Al 30064908 10024880
Ticket 8 58644953 58644954
Truck Load(CY) 9 of 81 9 of 90
Batch Time 15:54 16:59
Discharge Time 17:36 1 18:38
Water Added? 15 15
Air(%)
Unit Weight(PCF)
Specimens Made? No Yes
Test Date N/A 5/9/16
Comp.Strength(PSI) 5000 5000
Flow(seconds) 20 21
Grout Temp.(°F) 85 86
Remarks: Steel reinforcement consisted of seven(7)No.5 bars,33-feet In length,with No.3 bar
ties on 12-inch centers.
Daily Totals:
Total Length Feet
Total Calculated Volume ft3
Total Actual Volume ft3
Total Grout Factor
Checked By: John E.Ellis,ll, P.E. Date: May 3,2016
LEGACY
ENGINEERING,INC. AUGERED PILING WORKSHEET SHEET I of
Project: 4211th Street-Atlantic Brach, FL Date: 5/3/2016
Contractor: Weather: Sunny
Piling Contractor: Brevard Grouting
Engineer: Lou Pontigo&Associates Ambient Temp: 75OF
Architect: Pile Foreman: Chris
Location: Piling for Foundations Crew: Brevard
Crane: Drott
Concrete Supplier: Cemex Concrete Pump: Olin
Type of Grout: 5000 PSI-Mix#1028490
Pile# 45 46 47 48
Time Start 8:01 AM 8:14 AM 8:26 AM 8:37 AM
Time End 8:12AM 8:23AM 8:36AM 8:45AM
Pile Diameter,Inches 14.00 14.00 14.00 14.00
Ground Elevation 16.50 16.50 16.50 16.50
Tip Elevation
Butt Elevation 16.3 16.3 16.5 16.3
Total Length,Feet 34.0 34.0 34.0 34.0
Theoretical Vol.,ft 36.35 36.35 1 36.35 36.35
Pump Strokes 45 47 46 48
Pump Calibr., 1.08 1.08 1.08 1.08
Actual Volume,ft 48.60 50.76 49.68 51.84
Grout Factor 1.34 1.40 1.37 1.43
Reinforcement Yes Yes Yes Yes
Truck# 10025357
Ticket# 58644958
Truck Load ICY) 10 of 30
Batch Time 7:00
Discharge Time 7:58
Water Added? 35
Air(%)
Unit Weight(PCF)
Specimens Made? Yes
Test Date 5/10/16
Comp.Strength(PSI) 5000
Flow(seconds) 20
Grout Temp.(°F) 76
Remarks: Steel reinforcement consisted of seven(7)No.5 bars,33-feet in length,with No.3 bar
ties on 12-Inch centers.
Daily Totals:
Total Length 136 Feet
Total Calculated Volume 145.38 ft3
Total Actual Volume 200.98 ft3
Total Grout Factor 1.38
Checked By: John E.Ellis,Il,P.E. Date: May 3,2016
4
LEGACYPROIECf NO.: 16-2299
ENGINEERING, INC REPORTNO: 2
g 1 g DATE: 5 5/242016
Geotechnical&Materials Engineering and Testing LAT NO, D.
2 J
REPORT OF: Compressive Strength of Grout Test Specimens D 6
PROJECT: Belies Residence(42 11th St.Atlantic Beach) D
CONTRACTOR: Inspinx]Homes,LLC
CLIENT: Inspired Homes,LLC
Attadion:Mr.Jeff Table
2215 South 3rd Street,Suite 101
Jacksonville Beach,Florida 32250
SPECIFIED STRENGTH:5000 PSI Q 28 days
LOCATION: Auger Pile k13
FIELD MEASUREMENTS TICKET INFORMATION
Date Sampled: 52/2016 Concrete Supplier: Cemex
Time Sampled: 12:48 Concrete Mix k: 1028490
Sampled By: E.Collingwood Truck No.: 10064609
Slump,Inches: 9.0 Ticket No.: 58066881
Air Content,%: -- Size of Load(CY): 9.0/36.0
Air/Concrete Temp.,°F 99/86 Time Batched: 11:55
Number of Specimens: 6 Water Added(gallons): 10
NOTES: Specimens molded and initially cured in accordance with ASTM C109,and tested in accordance
with ASTM C39. •7-Day Test is Less Than 700/a of Design Strength.
RESULTS OF TESTING
Date Tested Age,Days Specimen Length Width Ares Toted Load, Unit Load, Tested By Rgmrt No.
Marking (in.) (in.) (in') Lbs. PSI
5/92016 7 916A 1.99 2.05 4.08 13,030 3190' KM 2
5/92016 7 9168 2.00 2.02 4.04 13,890 3440' KM 2
5/302016 28 916C
5/302016 28 916D
5/302016 Hold 916E
5/302016 Hold 916F
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.Ellis 1 ,P. c 44
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Licensed,FL No.452 s` ONAI „
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LEGACYPROJECTNO.: 16-2299
ENGINEERING, INC REPORTNO: 3
Geotechnical&Materials En neertn and Testin DATE: 917
8l S 8 DATE: 5242016
REPORT OF: Compressive Strength of Grout Test Specimens
PROJECT: Belies Residence(42 11th SL Atlantic Beach)
CONTRACTOR: Inspired Homes, LLC
CLIENT: Inspired Homes,LLC
Attention:Mr.Jeff Tabb
2215 South 3rd Street,Suite 101
Jacksonville Beach,Florida 32250
SPECIFIED STRENGTH:5000 PSI @ 28 days
LOCATION: Anger Pile R41
FIELD MEASUREMENTS TICKET INFORMATION
Date Sampled: 522016 Concrete Supplier. Cemex
Time Sampled: 18:38 Concrete Mix#: 1028490
Sampled By: E.Collingwood Truck No.: 10024880
Slump,Inches: 9.5 Ticket No.: 58644954
Air Content,%: — Size of Lend(CY): 9.0190.0
Air/Concrete Temp.,°F 79/83 Time Batched: 16:59
Number of Specimens: 6 Water Added(gallons): 15
NOTES: Specimens molded and initially cured in accordance with ASTM C109,and tested in accordance
with ASTM C39. *7-Day Test is Less Than 70%of Design Strength.
RESULTS OF TESTING
Dare Tested A Da Specimen Length Width Area Total Load, Unit Load,
Age,
Marking (in.) (in.) (In2) Lbs. PSI Tested By ReportNo.
5/92016 7 917A 2.01 2.01 4.04 12,570 3110- KM 3
5192016 7 917E 2.01 2.01 4.04 11,100 27500 KM 3
5/302016 28 917C
5/302016 28 917D
5/302016 Hold 917E
5/302016 Hold 917F
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Respectfully sub {e e
LEGACY ENGi_ $ING.1N of 9
VdurE.Ellis[I,P
Licensed,FL No.45202
JEE/mje LEGACY ENGINEERING,INC.
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LEGACYPROJECTNO.: 16-2299
ENGINEERING, INC REPORT NO: 4
LAB NO: 924
Geotechnical&Materials Engineering and Testing DATE: 524/2016
REPORT OF: Compressive Strength of Grout Test Specimens
PROJECT: Belies Residence(42 11th St.Atlantic Beach)
CONTRACTOR: Inspired Homes,LLC
CLIENT: Inspired Homes,LLC
Attention:Mr.JeffTabb
2215 South 3rd Street,Suite 101
Jacksonville Beach,Florida 32250
SPECIFIED STRENGTH:5000 PSI @ 28 days
LOCATION: Auger Pile#45
FIELD MEASUREMENTS TICKET INFORMATION
Date Sampled: 5132016 Concrete Supplier: Cemex
Time Sampled: 8:06 Concrete Mix#: 1028490
Sampled By: E.Collingwood Truck No.: 10025357
Slump,Inches: 9.25 Ticket No.: 58644958
Air Content,%: — Size of Load(CY): I0.0/10.0
Air/Concn;m Temp.,T 75174 Time Batched: 7:00
Number of Specimens: 6 Water Added(gallons): 15
NOTES: Specimens molded and initially cured in accordance with ASTM C109,and tested in accordance
with ASTM C39. -7-Day Test is Less Than 70%of Design Strength.
RESULTS OF TESTING
Date Tested Age, Tol
Das Specimen Length Width Ael Load, Unit Load,
Y rea Marking (in.) (in.) (in') lbs. PSI Tested By Report No.
5/102016 7 924A 2.02 2.03 4.10 14,990 3660 BK 4
5/102016 7 924B 2.00 2.00 4.00 13,240 3310• BK 4
5/312016 28 9240
5/312016 28 9241)
5/3120/6 Hold 924E
5/312016 Hold 924E
Respectfully submitted
LEGACY ENGINEERING,INC.
aEW.n,P.E
Licensed,FL No.45202
JEpdn)e LEGACY ENGINEERING,INC.
64240earb 9uulevard -J.k.Wiq Florida 31216
P6oee 9a4.121.1id FAX:M.72 11N
FOUNDATION LOCATION CERTIFICATION
r
E-Mail to: CCCL(altleostate.tl.us (DEOvE Iii
Or Mail to: JUN, 3 2016
Coastal Construction Control Line Program
Division of Water Resource Management
Florida Department of Environmental Protection
2600 Blair Stone Road Mall Station 3666
Tallahassee, Florida 32399-2400
Permit Number: DU-480 Permittee Name:GREGORY R & MARY S BELILES
This is to certify that all aspects of the foundation location,as constructed,are in accordance with both the plans
and the project description approved by the Department of Environmental Protection as part of the permit. The
foundation location certification is based upon such surveys as are necessary to determine the actual location
specified below:
Distance the seawardmost piling has been placed as measured perpendicular to the
coastal construction control line: 195.96 feet
Note:Any deviations from the approved plans and specifications shall be stated as an exception to this
certification.No further vertical construction on the permitted structure is authorized until the CCCL Section of
the Division of Water Resource Management has notified the permittee,in writing,that this foundation location
certification has been approved.
Signature of Applicant: Date:
Typed or Printed NameoAppli t.GREGORY R & MARY S BELILES
Signature of Surveyor: �—' • Date:5/27/2016
Typed or Printed Name of Surveyor, DONN W BOATWRIGHT, PSM
(Seal)
State of Florida Registration Number: LS 3295 LB 3672
DEP F=73-114B Np&W IV]3)