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Home My WebLink AboutSOIL REPORTSE 43 p.m. 02-18-2015 1/1 I+ 521 NW Enterprise Drive . Port St Lucia, Florida 34986 - (772)924-3575 . (772)924-3580 (fax) ' "CRNp'f10aPv IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938 Project: PGA Sales Center Project ID: 14-1191.01 Address: 9700 Reserve Blvd., Port Saint Lucie Report ID: D-0012 Client: Anderson Moore Construction Corp. Date: 2/12/2015 Permit No: Atj ( _ q�-1 Feld Tech: Ken Thomas Test Mode: Direct Transmission Area Tested: Retaining wall footing Soil Descrip0on: Gray fine sand Proctor I LBR ID: P-1 Max Density (PCF): 110.0 Opt Moisture (%): 11.6% Test Standard: D_1557__ Compaction Required (%): 95.0% Probe Elev Wet Dry Moist. Compaction Depth Location DensltyDensfty (%) % Results (in) (PCF) (PCF) 1 North end of area 12 0-1 118.6 107.7 10.1% 97.9% Pass 2 South end of area 12 0-1 120.6 109.1 10.5% 99.20/6 Pass 3 4 SCANNED o.. 5 St. Lucie County 6 7 tl a t 0 1 1 t z Testing Gauge Information: Manufacturer: _ Troxler Model: 3430 SIN: 22260 _ Density Standard (DS): 1998 Moisture Standard (MS):--.-678 Remarks: Testing completed - below finished grade J%J1111l'rrrr/ Legend for Elevation: Res v%,t6 PR = Procfroll 1, 2, 3 =1st, 2nd, 3rd Lift Gr`^A IiHer tional, Irf�.' SL = Springline FL = Final Lift F4 4d # 420675 w SG = Subgrade BG = Below Grade BC = Basecourse BOF = Bottom of Footing - OP =Top of Pipe FG = Finished Grade fd, POFF �: Prg�"API(]E],,nnpgineer # • �75 Test report shall not be reproduced, except in full, without the written approval of GFA International SIaCe ai�if FWp;,� �•••�\?�% Environmental . Geolechnicai . Construction Materials Testing . Special and Threshold Inspections Qgtre pfianee Florida's Leading Engineering Source r 1111111 www.teamgfa.com RECEIVED FEB 18 2015 305 521 NW Enterprise Drive. Port St. Lucie, Florida 34986 03;' `' p.m. 02-12-2015 1/1 ffP& (772)924-3575 . (772)924.3580 (fax) err V ANA'r\DloP IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938 Project: PGA Sales Center _ Project ID: 14-1191.01 Address: 9700 Reserve Blvd., Port Saint Lucie Report ID: D-0012 Client: Anderson Moore Construction Corp. Dale: 2/12/2015 Permit No: \ S Field Tech: Ken Thomas Test Mode: Direct Transmission Area Tested: Retaining wall footing SoilDescriptlon: Grayfinesand Proctor/ LBR ID: P-1 Max Density (PCF): 110.0 Opt Moisture (%): 11.6% Test Standard: D 1557 Compaction Required (%): 95.0% Probe Elev Wet Dry Moist. Compaction Location Depth Density Density (%) % Results (in) (PCF) (PCF) 1 North end of area 12 0-1 118.6 107.7 10.1 % 97.9% Pass 2 South end of area 12 0-1 120.6 109.1 10.5% 99.2% Pass 3 4 5 6 7 6 9 1 0 1 1 1 2 Testing Gauge Information: Manufacturer: Troxler Model: 3430 SIN: 22260 Density Standard (DS): 1998 Moisture Standard (MS): 678 Remarks: Testing completed - below finished grade Legend for Elevation: Re PR = Proofroll 1, 2, 3 = 1 st, 2nd, 3rd Lift GJiA Intitrf'�tiona[, Itt St. = Springline FL = Final Lift Ar, F4PL-G # 4§'39 0675 ; SG = Subgrade BG = Below Grade to l.g 10 _ o :— BC = Basecourse BOF =Bottom of Footing CE TOP =Top of Pipe FG = Finished Grade R rd WSfpJgj�E, DOFF �,(�� Pf 091 Engine #; �P° .Z ya,, Test report shall not be reproduced, except in full, without the written approval of GFA International State a$�il' FWq;,, Environmental . Geotechnical . Construction Materials Testing . Special and Threshold Inspections . PIan1fe ` %ftblEd jkGbhipliance Florida's Leading Engineering Source rrrllrrl w=Jeamgfa.com Chapter 18 - Soils and Foun,?.*,*;ons Page 1 of 2 State [ 2010 Florida Building Code: Building (First Printing) ■ Chapter 1.8 - Soils and Foundations ■ SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES ■ 1807.2 Retaining walls. SCANNED 1807.2.1 Desian. BY 180.7.2.2 Hydrostatic pressure. St. Lucie CoUntt, 1807.2.3 Reinforced masonry retaining walls. 1807.2.4 Segmental retaining walls. Top Previous Section Next Section To view the next subsection please select the Next Section option. 0 1807.2.3 Reinforced masonry retaining walls. Vertical reinforcement for masonry retaining walls shall comply with Table 1806.4 or shall be designed in accordance with ACI 530/ASCE 5/TMS 402. Masonry shall be fully grouted with a minimum f„, of 1,500 psi (10 343 kPa). Mortar for masonry shall be Type M or S and laid in running ring bond. The specified location of the reinforcement shall equal or exceed the effective depth distance, d, noted in Table 1807.2.3 and shall be measured from the exposed side of the wall to the center of the vertical reinforcement. Footings for reinforced masonry retaining walls shall be designed in accordance with ACI 318. TABLE 1807.2.3 REINFORCEMENT FOR MASONRY RETAINING WALLS Nominal Wall thickness Wall depth, H, ft Reinforcement size & spacing for equivalent fluid weight of soil, pef (kN/m3), of: 30(4.7) 45(7.1) 60(9.4) [(in.) (mm)] (m) 4.0 (1.2) #4 at 64 in. #4 at 40 in. #4 at 32 in. 4.7 (1.4) #4 at 40 in. #4 at 24 in. #4 at 16 in. 8 (203) 5.3 (1.6) 94 at 24 in. #4 at 16 in. #5 at 16 in. 6.0 (1.8) #5 at 24 in. #6 at 16 in. 98 at 16 in. 6.7 (2.0) #5 at 16 in. #6 at in. - 4.0 (1.2) 94 at 72 in. #4 at 64 in. #4 at 48 in. 4.7 (1.4) #4 at 56 in. #4 at 40 in. #4 at 24 in. 5.3 (1.6) #4 at 40 in. #4 at 24 in. #4 at 16 in. 10 (254) 6.0 (1.8) 94 at 24 in. #4 at 16 in. #5 at 16 in. 6.7 (2.0) 94 at 16 in. #5 at 16 in. #6 at 16 in. 7.3 (2.2) #5 at 24 in. #6 at 16 in. #6 at 8 in. 8.0 (2.4) #5 at 16 in. #6 at 8 in. http://publicecodes.cyberregs.comistlfllstlb200v101st_fl_st b200v10_18_sec007_par016.htm 2/3/2015 Chapter 18 - Soils and Foun,.9* ons Page 2 of 2 12 (305) 4.0 (1.2) 4.7 (1.4) 5.3 (1.6) 6.0 (1.8) 6.7 (2.0) 7.3 (2.2) 8.0 (2.4) 8.7 (2.7) 9.3 (2.8) #4 at 72 in. #4 at 72 in. #4 at 48 in. #4 at 32 in. #4 at 24 in. #4 at 16 in. #5 at 24 in. #5 at 16 in. #6 at 16 in. #4 at 72 in. #4 at 48 in. #4 at 32 in. #4 at 24 in. #4 at 16 in. #5 at 16 in. 95 at 16 in. 97 at 16 in. #7 at 8 in. #4 at 64 in. #4 at 40 in. 94 at 24 in. #4 at 16 in. #5 at 16 in. #6 at 16 in. #7 at 16 in. #7 at 8 in. a. Based on fully grouted masonry; f'm = 1500 psi (10.3 MPa); d = 5 in., 7 in. and 9 in. (127, 178 and 229 mm) for wall thicknesses of 8, 10, and 12 in. (203, 254, and 305 mm), respectively; level backfill to top of wall. Too Previous Section Next Section To view the next subsection please select the Next Section option. COPYRIGHT 2007 by INTERNATIONAL CODE COUNCIL, powered by citation® http://publicecodes.cyberregs.comistlfllstfb200v10/st fl st_b200v10_18_sec007—paz016.htm 2/3/2015