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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:-`* S� ENG\ JEF/meg ONAL xxxxxm 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 wo oletmW,uWarararu4ua Respectfully su �•' JGENg�:e•�(,�s= LF,GACY EN02 * * ` ,d STATE OF .Ellis 1 ,P. c 44 • (5\ Licensed,FL No.452 s` ONAI „ JEEtmje LEGACY ENGINEERING,INC. muh�ox,�aawnmeecwsK 6424 Br0Bouleverkmullnorkla32216 PMnc 904J2L.1100FAX, M.72 ..e«(Ma �oeurcD—R. xm N, LY eaamEa,xen ,N srruum oe.neam...o.,.r DUox rnorroum. 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 .4�gVJORTN°w z >: N0.4szo2 Respectfully sub {e e LEGACY ENGi_ $ING.1N of 9 VdurE.Ellis[I,P Licensed,FL No.45202 JEE/mje LEGACY ENGINEERING,INC. 6424�Baalenxrd - Jncknonvilk,Ronda 32216 Phony."4.721.11M FA%:9x4.7211 IN �ngSars xm xuwaur ixmunveorrxEnvnuru otmfneExnv M[ Cn on sxiunrxoou ppatnunu. ix[sseewx,seprmpmr vcwwruxormrmm�¢i[oa[mexpaa,prm n[ntvnoou¢owmrourwnmen>[n.,unox. 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)