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1249 Beach Ave Form Board Stemwall Cert FORM BOARD/STEMWALL ELEVATION CERTIFICATE DATE PERMIT NUMBER 106/28/2018 IRES180133 I PROPERTY INFORMATION ADDRESS 11249 BEACH AVE ATLANTIC BEACH, FL 32233 LEGAL DESCRIPT10N LOTS 4,5 6 ATLANTIC BEACH CORPORATION BLOCK 51, PLAT BOOK 6,PAGE 1; RE#170292-0000 & 170290-0500 ELEVATIONS REQUIRED FINISHED FLOOR ELEVATION ON CITY APPROVED SITE PLAN & DATUM I ACTUAL ELEVATION OF FORM BOARD, STEMWALL OR GRADE STAKE & DATUM 119.23 NAVD 1�988 SURVEY COMPANY CONTACT & SIGNATURE BOATWRIGHT LA�D SURVEYORS, INC - LB 3672 1500 ROBERTS DRIVE, JACKSONVILLE 137H, FL 32250 PHONE: 904-241-8550 SIGNATURE OF SURVEYORJ DONN W BOATWRIGHT, PSM - LS 3295 or A RIGHT N TW k NO D SURVEYORS, ZA VEYORS INC. 6/2812018 Dan Arlington City of Atlantic Beach Building Department 800 Seminole Rd. Atlantic Beach,Fl,32233 RE: 1249 Beach Ave Lowest Horizontal Member Mr.Arlington: The elevation of the bottom o Member for the new structure at 1249 Beach Ave " 170290-OOGO& 17029 4t r988 The elevation was taken on 6/22/2018. Please call me at 904-241-8550 ext.233 if you have any questions. Respectfully, Dorm o, ght,PSM r,A rk% "\,-3 "k 1500 ROBERTS DRIVE-JACKSONVILLE BEACH,FL 32250-(904)241-8550- PAX(9D4)241-3346 LEGA.'KHQ..KXA1HU. �.. 6424 OZACH UOULVARD LEGACY JACK90NVILLU, rL 32216 904-7=� :00 OrFICK ENGINEERING, INC .04-7.. 00 FAX June 30,2018 Grider Construction Attention: Mr.Gary Grider 2057 Vela Norte Circle Atlantic Beach,Florida 32233 RE: Summary of Installation of Auger-Grouted Pile The Boeneke Residence 1249 Beach Avenue Atlantic Beach,Florida Ugacy Project#18-2344 Gentlemen: The purpose of this letter is to provide a summary report for the installation of the auger-grouted pile for the subject site. Representatives of Legacy Engineering were present onsite during the installation of the piles on the dates of May 9th and I Oth,201 S. Copies of the Augered Piling Worksheets am attached for the piling. The piles were installed over 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 sixty-one(61), 16-inch diameter auger-grouted piling were installed. The piles were installed by Bmvard Grouting. A piling plan was provided. The individual piles were numbered on this plan,and thew pile numbers = included on the attached Augered Piling Worksheets. The locations of the production piles had been staked prior to our arrival at the site. The piles were installed to depths of approximately 33 feet below the existing ground surface. The pile lengths and grout factors for the individual piling am listed on the attached worksheets. Based on the results of the pile installation, the average daily grout fwtors for the project piling ranged Imm 1.25 to 1.33. The steel reinforcement in each pile consisted of a cage, with seven (7) No. 5 bam, with No. 3 bar hoop/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 test piling will be reported separately. Consulting Engineering Services The Ellis Family Has Been Serving the Engineering and Constmaimn Industries Since 1939 1.�P.jool 91843"-1249 B.h A...-Aflaotio Donh,flori& Pose 2 of 2 Thank you again for allowing Legacy Engineering the opportunity to provide testing and inspection services for this pmject. If you should have any questions regarding this report or if we may be able to serve you in any other way,p �,k proe"Wt us at(904)72 1-1100. Respectfully submitte ........ ....... LEGACY ENGINE % Is S g No.4 02 S E F A' ....4 R1 lis, 11,P.E. Licensed,Florida No. 5 JEE/meg w/attachments(Angered Piling Worksheets) LEGACY ENGINEERING,INC. ALIGERED PILING WORKSHEET SHEET I of 5 Project: 1249 Beach Avenue Date: 5/9/2018 Contractor. Grider Construction Weather: Clear Piling Contractor: Brevard Grouting Engineer: Christopher C.Kathe Inc. Ambient Temp: 70 Architect: James Dupree Pile Foreman: Chris Location: Auger-Grouted Piles Crew: Brevard Craine: Drott Concrete Supplier: Cemex Concrete Pump: Olin 5 75CA Type of Grout: 5000 PSI-Mix it 157i6-23 Pile 1 2 3 4 5 6 7 8 Tim Start 8:23 AM 8:53 AM 9:17 AM 9:34AM 9:54AM 10:09AM 10:23AM 10:35AM Time End 8:35 AM 9:15AM 9:31AM 9:46AM 10:06AM 10:20AM 10:32AM 10:44AM Pile Diameter,ln�'tTe-s -16' 16P 16" 26' 16, 16" 16" 16' Ground Elevation 17 17 17 17 17 17 17 17 Tip Elevation -16 -16 -16 -16 -16 -16 -16 -16 Butt Elevation 17.1 17.1 17.1 17.6 17.1 17.6 17.6 17.6 Total Length,Feet 33 33 33 33 33 33 33 33 Theoretical Vol.,it' 46.07 1 46.07 46.07 1 46.07 46.07 46.07 1 46.07 46.07 ' les 47 1 53 52 1 62 58 57 1 51 53 PH 1.08 1.08 1.08 F.22pe�Mflb-ftl 1.08 1 1.03 1.08 1 1.08 1.08 Actual Volume,ftj SO.76 57.24 56.16 66.96 62.64 61.56 55.08 57.24 Grout Factor 1.10 1.24 1.22 1.45 1.36 1.34 1.20 1.24 Reinforcement Yes Yes Yes Yes Yes Yes Yes Yes Truck# 4609 4609 4609 4609 8087 8087 8087 8087 Ticket N 35696651 35696651 35696651 35696651 35696813 35696813 35696813 35696813 Truck Load(CY) 9 of 9 9 of 18 Batch TIme 7:19 8:02 Discharge Time 8:20 9:50 Water Added? WIA N/A I Air I%) N/A I N/A Unit Weight(PCF) N/A N/A SWimens Made? No Yes Test Date 5/16/2018 Comp.Strength(P�-J-) 5000 Flow(seconds) P/A N/A GroutTemp.(OF) 81 82 Remarks: Cage consisted of Seven(7),#5 bars with No.3 ties at 12"spacing,35-feet In length Daily Totals: Total Length 1254 Feet Total Calculated Volume 1750.58 ft3 Total Actual Volume 2183.76 113 Total Grout Factor 1.25 Checked By: John E.Ellis,11 Date: 5/10/2019 LEGACY ENGINEERING,INC. AUGERED PILING WORKSHEET SHEET 2 of 5 Project: 1249 Beach Avenue Date: 5/9/2018 Contractor: Grider Construction Weather: Clear Piling Contractor: Brevard Grouting Engineer: Christopher C.Kathe Inc. Ambient Temp: 70 Architect: James Dupree Pile Foreman: Chris Location: Auger-Grouted Piles Crew: Brevard Crane: Drott Concrete Supplier: Cemex Concrete Pump: Olin 5 75CA Type of Grout: SOOO PSI-Mix#157T623 Pile# 9 10 11 12 13 14 15 16 Time Start 10:54AM 11:09AM 11:24AM 11:36AM 11:55AM 12:08PM 12:22PM 12:36PM nme End 11:06AM 11:20AM 11:35AM 11:45AM 12:06PM 12:18PM 12:33PM 12:47PM Pile Diameter,I�d-�� -16' 16" 16, 16" 16' 16" 16' 16' Ground Elevation 17 17 17 17 17 17 17 17 Tip Elevation -16 -16 -16 -16 -16 -16 -16 -16 Butt Elevation 17 17.1 17.1 17 17.1 17.1 17 17 Toni Length,Feet 33 33 33 33 33 33 33 33 Theoretical Vol.,ft' 46.07 1 46.07 46.07 1 46.07 1 46.07 46.07 1 46.07 46.07 1 Pump Strokes 53 1 54 52 1 53 1 57 54 1 52 55 1 Pump Callbr.,ft' iska 1 1.08 1.08 1.08 1.08 1.08 1.08 1.08 --T-- 57.24 61.56 58.32 56.16 S9.40 Actual Volume,W 57.24 1 58.32 6.16 Grout Factor 1.24 1 2.27 1.22 1.24 1.34 1.27 1.22 1.29 Reinforcement Yes I Yes Yes Yes Yes Yes Yes Yes Truck# 8025 1 8025 8025 8025 5402 5402 5402 5402 Ticket# 35696995135696995 35696995 35696995 35697569 35697569 35697569 35697569 Truck Load(CY) 1-2'27 9 of 36 Batch Time 103 1 10:28 Diuharge'nme 10:50 11:52 Water Added? N/A N/A I Air I%) N/A Unit Weight FCF) N/A Specimens Made? NO NU Test Date Comp.Strength(PSI) SODO SOOD Flow(seconds) N/A N/A Grout Temp.(OF) 83 84 Remarks: Cage consisted of Seven(7),#5 ban with No.3 ties at 12"spacin&35-feet In length Daily Totals: Total Length 1254 Feet Total Calculated Volume 1750.58 ft3 Total Actual Volume 2183.76 IM:3 Total Grout Factor 1.25 Checked By: John E.Ellis,11 Date: 5/10/2018 LEGACY ENGINEERING,INC. AUGERED PILING WORKSHEET SHEET 3 of 5 Project: 1249 Beach Avenue Date: 5/9/2018 Contractor: GriderConstruction Weather. aear Piling Contractor: Brevard Grouting Engineer: Christopher C. Kathe Inc. AmblentTemp: 70 Architect: James Dupree Pile Foreman: Chns Location: Auger-Grouted Plies Crew: Brevard Crane: Drott Concrete Supplier: Cemex Concrete Pump: Olin 5 75CA Type of Grout: 5000 PSI-MIX#155623 Pile If 17 18 19 20 21 22 23 24 Thme Start 1,02PM 1:16PM 1:30PM 1:47PM 2:OOPM 2:10PM 2:20PM 2:31PM Time End 1:11PM 1:27PM 1:46PM 1:56PM 2:10PM 2:21PM 2:32PM 2:46PM Pile Dianneter,lWh;�---IV 16" 16' 16' 26" 16" 16" 16' Ground Elevation 17 17 17 17 17 17 17 17 TIP Elevation -16 -16 -16 -16 -16 -16 -16 -16 Butt Elevatlon 10.6 12.2 13.9 17 10.6 11.9 13.9 10.6 Total Length,Feet 33 33 33 33 33 33 33 33 Theoretical Vol.,fit- 46,07 1 46.u7 46.07 1 46.07 1 46.07 46.07 46.07 R46.07 �2m "o'e' 57 1 52 54 57 1 51 51 1 53 53 Puj;2 P C.Ilbr.,fe 1.08 1 I.UB 1.08 1.08 1 1.08 1.08 1 1.08 1.08 Actual Volume,fe 61.56 56.16 58.32 61.56 1 55.08 55.08 1 57.24 5724 GroUt Factor 1.34 1.22 1.27 1.34 1 1.20 1.20 1 1.24 1.24 Reinforcement Yes Yes Yes Yes I Yes Yes Yes Yes Truck# 8087 8087 8087 8087 1 8087 8025 8025 8025 Ticket N 35697850 35697850 35697850 35697850135697850 35698133 35698133 35698133 Truck Load(CY) 9 of 45 1 9of54 Batch Tline 11:37 1 12:51 DischargeTime 13:00 14:10 Water Added? N/A N/A Air(%) N/ N/A Unit Weight(POF) N/A N/A Spedmens;Made? NO NO Tat Date Comp.Strength(PSI) 5000 5000 Flow(seconds) N/A lGrout Temp.ff) 84 85 Remarks: Cage consisted of Seven(7),#5 bars with No.3 ties at 22"spacing,35-feet in length Daily Totals: Total Length 1254 Feet Total Calculated Volume 1750.58 ft3 Total Actual Volume 2183.76 ft3 Total Grout Factor 1.25 Checked By: John E.Ellis,11 Date: 5/10/2018 LEGACY ENGINEERING,INC. AUGERED PILING WORKSHEET SHEET40f 5 Project: 1249 Beach Avenue Date, 5/9/2018 Contractor: GriderConstruction Weather: Clear Piling Contractor: Bmvard GroFftt Engineer. igp�er C.Kai Inc. AmblentTemp: 70 Architect: James Dupree File Foreman, Chris Location: Auger-Grouted Piles Crew, Brevard Crane: Drott Concrete Supplier: Cemex Concrete Pump: oun 5 75CA Type of Grout: 5000 PSI-Mix#157i623 Pile Of 25 26 27 28 1 9 30 31 32 rime Start 2:49PM 2:54 PM 3:06 PM 3:21 PM 1 3:3 f23 PM .38 PM 4:50 PM Tim End 2:53 PM 3:06 PM 3:19 PM 3:34 PM 1 3:45 PM 4:35 PM 4:46 PM 5:02 PM Pile Diameter,Zh-es 16" 16" 16" -16. IV 16" Ground Elevation 17 1/ 17 17 1 17 17 17 17 rip Elevation -16 -1b -16- -16 1 -16 -16 -16 -16 27 0 6 M 3 19 P M 134 P 16- 1 7 - 6 --r- 10-56 11.8 13.9 10.6 12.9 13.5 BUtt Elevation 11.8 39 Total Length,Feet 33 33 33 33 33- 33 33 33 Theirretical Vol.,Ift' 46.07 4b.U? P46.07 46.07 Z6.07 07 1 4 07 46.07 Ir 'es 53 54 56 54 so :V3 54 1 08 u� -----f.08 1.08 1.08 1 1.08 P%.22p%-iibl,ft. 1.08 1.08 1.08 1.08 Actual Volume,ft' 57.24 54.32 --6F4-8 --!T8-.32 54.00 57.24 57.24 58.32 Y.- Grout Factor 1.24 1.27 --Y.31 1.27 1.17 1.24 1 1.24 1.27 ReInforcernent Yes Yes Yes Yes yes Yes as Yes Truck N - --g2-5 -W2 54-02 --T4-0-2 --54-02 5402 1 8W7 _ 8087 Ticket# - T5698-133 -3-5698-302 35698302 35698302 35698302 35698302 35698595 35698595 Truck Load ICY) - �Fof 5-4 9 of 63 9 of 72 Batch Time 12:51 1 13:41 15:29 Discharge Time 14:10 14: 16:35 water Added? N/A I N/A -N/A Air I%) N/A N/A I N/A Unit Weight(PC I �L/L�J� N/A Specimens Made? No 0 No Test Date Comp.Strength(PSI) SODO 5000 IFIM(smnds) N/A N/A N/A lGrout Temp.(-F) 85 86 86 Remarks: Cage consisted of Seven(7),#5 bars with No.3 ties at 12"spacing,35-feet In length Daily Totals: TotalLerwth 1254 Feet Total Calculated Volume Total Actual Volume 2183.76 ft3 Total Grout Factor 1.25 Checked By: John E.Ellis,]I Date: 5/10/2018 LEGACY ENGINEERING,INC. AUGERED PILING WORKSHEET SHEET 5 of 5 Project: 1249 Beach Avenue Date: 5/9/2018 Contractor Grider Construction Weather: Clear Piling Contractor: Brevard Grouting Engineer: Christopher C.Kathe Inc. Ambient Ternp: 70 Architect: James Dupree Pile Foremn: Chris Location: Auger-Grouted Piles Crew: Br"and Cram: Drott Concrete Supplier: Cemex Concrete Pump: Olin 5 75CA Type of Grout: SODO PSI-Mix#1575623 Pile# 33 34 35 36 37 38 Time Start 5:04 PM 5:15 PM 5:27 PM 5:38 PM 5:5a PM 6:05 PM Time End 5:12PM 5:26PM 5:38PM —�7-55—PM —�.'ORPM 6:22PM Pile Diameter,ln�h—e� —16- 16- — —16" —'1-6- —16" —16' Ground Eievatlon 17 17 17 17 17 17 rip Elevation -16 -115 -16 -16 -16 -16 Butt Elevation 10.6 12.2 13.5 17 17 17 Total Length,Feet 33 33 33 33 33 33 Theoretical Vol.,ft' 46.07 1 4b.U7 4%07 1 4;tO7 46.07 46.07 - 'nou� so 52 1 49 W n!!p M— — i.08 Pump Callb,.,It, I' 1.08 1 1.08 1 1.08 1.08 �ctual Volume,ft' 54.00 1 56.16 55.08 1 54.00 1 52.92 56.16 Grout Factor 1.17 1 1.ZZ 20 1 '7 1 1.15 1.22 Reinforcement Yes I Yes �.s' �e—, Yes Yes Truck# 8087 1 8087 8025 1 8025 1 8025 8025 Ticket# 35698575135698575 356986441356986441356913644 35698644 Truck Load(CY) 9of72 9 of 81 Match Time 15:29 15:49 Discharge rime 16:35 17:25 water Added? RN/A N/A Air I%) N/A N/A Unit Weight(PCF)— N/A N/A Specimens Made? NO NO Test[)are Comp.Strength(PSI) 5 HOW(sewnds) N/A lGrout Temp.(-F) Bb 86 Remarks: Cage consisted of Seven(7),#5 bars with No.3 ties at 12"spacing,35-feet in length Daily Totals: Total Length 1254 Feet Total Calculated Volume Total Actual Volume 2183.76 ft3 Total Grout Factor 1.2g" Chocled ly: john 1,Ellis,11 Date: 5/10/2018 LEGACY ENGINEERING,INC. AUGERED PILING WORKSHEET SHFET 1 of 3 Pmject: 1249 Beach Avenue Date: 5/10/2018 Contractor: Griller Construction Weather: Suniny Piling Contractor: ;�v8rdp IF 'ing Engineer: rlt. he,C.Kathe Inc. AmbientTemp: 72 Architect: am Dupree Pile Foreman, Chris L 21- Location: Ausler-Grouted Pile Crew: Brevard 1 Crane: Drott Concrete Supplier: Cemex concrete Pumu: Olin 5 75CA Type of Grout: 5000 Psi-mix#15/6623 Pile N 39 40 41 44 45 46 Time Start -�F-3-8AAM 8:52AM 9:02AM 10:16 AM Time End s747 Am _V59-AM -i-.-10 AM 10:22 AM Pile Diameter,ln�he­, 1-6 1-6 -16 16 Ground Elevation 17 17 1-7 17 Tip Elevation -16- -7-16 --T6 -16 Butt Elevation -77-1- 1-71 17.6 17 17 17.1 11.1 17.6 Total Length,FeWt'-- 3-3 3-3 33 3-3 33 3-3 -33 33 Theoretical Vol.,It, 46.07 46.(17 46.07 .07 r6.07 Z.07 46-07 4607 uro'es 61 56 60 57 60 55 46"7 52 1.08 1.08 1.08 Pump C.111or.,W 1.08 1.03 1.08 1 1.08 56 --F1 5-6 64.80 59.40 Actual Volume,It' 56.16 55.OB 65.88 48 .80 Grout Factor 1.22 1.20 1.43 1.31 1.41 1.34 1.41 2.29 Reinforcement Yes Yes Yes Yes Yes Yes Yes Yes 56 1 0 60 1 31 Yes Truck If 10025357 10025357 10025357 10025357 .JOD64609 10064609 1OD64609 IOD64609 0 5699 So - - 1 35699636 351599bib sbbvvn5b "699636 Ticket# N35699450 3756-9945o 35699450 35699450 Tru!lL ICY) 9of9 oad B T_ atch 'me 7:14 7:14 DischargeTime 8:41 9:40 Water Added? 0 0 AJr(%) N/A N/A N/A Unit Weight(PCF N/A Specimens Made? Yes No Test Date N/A N/A Comp.Strength(PSI) 50M 5000 Flow(seconds) N/A I I I it NIA lGrout Temp.(OF) 78 1 . I 1 1 78 Remarks: Cage consisted of Seven(7),#5 bars With No.3 ties at 12"spacing,35-feet in length Daily Totals: Total Length 759 Feet Total Calculated Volume 1059.56 ft3 Total Actual Volume 1405 08 ft3l Total Grout Factor 1.33 Checked BY: John E.Ellis,11 - Date: 5/10/2018 LEGACY ENGINEERING,INC. AUGERED PIUNG WORKSHEET SHEET 2 of 3 Project: 1249 Beach Avenue Date, 5/10/2018 Contractor: Grider Construction Weather: Sunny Piling contractor. 0 Breva r� Engineer: ZWr-jjjLod-pherC!i2K, elnl. Ambient Temp: 72 Architect: James Dupree Pile Foreman: Chris Location: Auger-Grouted Pile Crew, Brevard 1 Crane: Drott Concrete Supplier: Cemex Concrete Pump: Olin 5 75CA Type of Grout: Sow Psi-mix#1573623 4-9 —M 5-1 5-2 5-3 —M Pile# 47 48 _j0_53—AM -i-141—AM -11 51—AM T2 03—PM -12 18—PM U-28—PM Time Start 70-27AM -10-38 A 7 -i— --7— -:--- -'-- 2-- Time End 170--3-3AM 10:45AM 1*00AM fl.47AM 158AM 21OPM 2'25 PM 2 35 PM 1-6 1-6 — —--Y6— 1-6 16 16 Pile Diameter,1;.ji-e—, 16 16 — Ground Elevation 17 1-7 1-7 17 17 17 17 Tip Elevation 16 16 16 1-6 —16 —16 —26 —16 -77-—6 —u-6-- 1-7 —7-6 1-76 1-7 Butt Elevation 176 17 — —— i L Le2g�,L Feet 33 33 33 33 33 33 33 33 ota'7 - 46.07 46.07 46.07 46.07 Th., t1c.1 01.11 tt 4b.07 46.07 46.07 46.07 -- -- 5-6 5-3 5-6 �TM e� 53 57 58 65 Pump --f�08 .08 .08 -08 '08 '08 Calib Actual Volume,it' 57.Z4 ,.:r6- -T2 6-4 --70-2-0 --60--4-8 S7.24 6OA8 Grout Factor --T2-4— --f-3-4 -F3-6-- --i-527- U3-1 --T3-1 —12-4 —13-1 Reinforwment Ye, Y11 Ye, Ye, Ye Yes Yes Yes Truck# Mclet# --9-0 3-6 Trud(Load(CV) Tof-2-7 Batch Time 8:45 DischargeTime 10:25 11:51 Water Added? U 0 Mr(%) N/A N/A Unit Weight(PCP) N/A N7A— Specimens Made? NO No T�t Date th(PSI) Streng A 0 �8. lFlow nds 1 N/A 1 lGrout Temp.J'F) I w I Remarks: Cage consisted of Seven(7),#5 bant with No.3 ties at 12-spacing,35-feet in length Pile#50-Wait on Grout Daily Totals: Total Length 759 Feet Total Calculated Volume 1059.56 ft3 Total Actual Volume 1405.08 M Total Grout Factor Checked By: John E.Ellis,11 Date, 5110/2018 LEGACY ENGINEERING,INC. AUGERED PILING WORKSHEET SHEET 3 of 3 Project: 1249 Beach Avenue Date, 5/10/2018 Contractor: Grider Construction Weather: Sunny Piling Contractor: Brevard Grouting 72 Engineer: Christopher C.Kathe Inc. AmblentTemp: Architect: James Dupree vile Wernan, Chris — Location: Auger-Grouted Pile Crew: Brevard I �,rane: Drott Concrete Supplier: Centex Concrete Pump: Olin.575CA Type of Grout: Sum Pbi-Mix 41573623 - - - 58 —59 6-0 Pile If 55 56 57 61 — -i-02 FPM —2: -- 72T7.--2-1AAM :32 PM 2:44 PM M Time Start -7750 PM T2 PM -T--- -- -1- 2 PM Time End -Y-57PM -TO8-PM 2 18PM 29 PM 2 40 PM S1 PM 3.02 EPM — 16 Pile Diameter,ln�h—� - 1-6 —Jfi 16 —16 16 16 Ground Elevation 27 17 17 17 17 17 17 Tip Elevation -1b -1b - --716— --716 --':26 -16 -16 --T7-fi— 17-6 17 17 17 Butt Elevation 17.6 17.6 Total Length,Fej--- 3-3 3-3 3-3 3-3 3-3 3-3 33 — — --W6 0-7 -746—07 46.07 Theoretical Vol.,It' --W6—.07 46.07- 46.07 46.07 —- no'7s 5b 51 54 58 55 SS 60 . ..... 222�-- - --- - -T Purnp C.11br.,fe 168 58 08 108 108 1.08 1.09 — -T9—40 -5-4-0 .80 -T— --T8--32 —9'2-64 Actual Volume,ft' S6 Grout Factor 1.31 1.�— 1.27 1.345 —T29 1.29 1.41 ReInforcernent Yes Yes Yes - Yes - Yes Yes Yes -- -fO-()-24886 -15024886 170024886 1007 Truck# — 10024886 4886 'YOM087 10068087 Ticket# 3570tj875 3S700875 Ts-76587s -3S7-5687s -3570087S 357OD996 35700996 Truck Load(cy) — 9 of 45 9ofS4 of 45 Batch fime lz:5u 13:36 Discharge Time 13:52 14:46 WaterAdded? 0 0 Air RN/A NA Unit Weight(PC N A N/A specimens Made? yes No Test Date N/A N/A Comp.Strength(psi) SODO SODO d!l N/A N/A 84 Mui(LTemp.(.F 84 1 - Remarks: Cage consisted of Seven(7),#5 bars with No.3 ties at 12"spacing,35-feet in length Daily Totals: Total Length 759 Feet Total Calculated Volume 1059.56 ft3 Total Actual V-',,-- 1405.08 ft3 Total Grout Factor 1.33 Checked By: John E.Ellis, It Date: 5/10/2018