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HomeMy WebLinkAboutGeotechnical Report1 ALBERT A. GARGIULO, P.E. CONSULTING ENGINEER . License N4 PE 32582 324 Sunset Rd. West Palm Beach, FL. 33401 Phone: (561) 686-5554 September 16, 2011 Fax: (561) 688-6646 Email: AAGARGIULO aaAOL.COM Ken Arnold - Building Official St. Lucie County 2300 Virginia Avenue Ft. Pierce, Florida 34982 Re: 3415 S. Indian River Drive — Proposed Residence Mr. Arnold, This structural design of this project complies, with the geotechnical report produced by A.M. Engineering and Testing, Inc. Proj ect No. 11-1124. Thank you for your time and please feel free to contact me if you have any questions. Sincerely, .License No. PE32= 324 Sunset Road West Palen Beach, Florida 33401 A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration for Proposed Residence 3415 S Indian River Drive, Ft. Pierce, Florida Proj ect No. 11-1124 A. M. Engineering and Testing, Inc. has appreciated the opportunity to assist you with this phase of your project. If you have any questions regarding this report or need any further information, please call us. Respectfully submitted, A. M. ENGINEERING AND TESTING, INC. ADoald `�i� ler, P.E. ` Senior Geotechnical Engineer Florida Registration No. 60675 A. M. ENGINEERING AND TESTING, INC.: Certificate of Authorization No. 6632 Attachments: Boring Location Plan CPT Sounding Logs (8) Auger Boring Logs (5) Key to Soil Classification Copies: Client (2) id Alker Pr * ect Manager ILServer-amelCompanylC.D.D. JobsWantuso, GeorgeU415 S. Indian River Dr., Ft. Piercelll-1124 - Report.doc 6 1 -- +-PARTIAL SfTE PLAN CPT-7 2 N ! LOCATION BIIAP 4 - -------------- � — _! r�—yu -� xeaas•oa�r — aas.zt' —.----.—_—.— V T--� PROPOSED PROPOSED PROPOSED n 1 STORY ORCHID 2 STORY RESIDENCE PARTIAL SrrE PLAN I STORY GARAGE HOUSE F ZCWa. DATAVE-2DsTwn sioa ¢ � .�oai ♦.. - o n s n vays�vsc �axLi �- o• LEGAL GESCRIPIIGN-�--� — i'Kw.m� BORING LOCATION PLAN Geotechnical Exploration: 1 Proposed Residence 3415 S Indian River Drive Ft. Pierce, St. Lucie County, Florida IIA-1.01 DATE: MAY 6, 2011 PROJECT NO- 11-1124 A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 TEL: (772) 924-3575 FAx: (772) 924-3580 A, . ENGINEERING AND TESTIN(' NC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLOW b A986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: George Pantuso Date: 5/6/11 Project No.: 11-1124 Project: 3415 South Indian River Drive Lab No.: ----- Fort Pierce, St. Lucie County, Florida Field Crew: J. C. Rig ID: Kenworth Location: CPT - 1 Page: 1 of 1 Elevation: Existing Grade Field Data I qc (tsfl I FR I Depth (meters) p I P+S Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 0 9 18 7.3 0.2 28 38 56 2.4 0.4 40 50 80 1.8 0.6 41 52 82 2.3 0.8 37 51 74 2.1 1.0 35 47 70 2.5 1.2 32 45 64 2.5 1.4 5 34 46 68 2.5 1.6 35 48 70 2.5 1.8 34 47 68 2.7 2.0 33 47 66 2.0 2.2 25 35 50 2'.6 2.4 26 36 52 2.0 2.6 24 32 48 1.4 2.8 19 24 38 1.7 3.0 10 17 22 34 2.7 3.2 19 26 38 2.8 3.4 21 29 42 2.5 3.6 22 30 44 2.7 3.8 22 31 44 2.7 4.0 26 35 52 3.0 4.2 38 50 76 2.3 4.4 45 58 90 2.2 4.6 15 50 65 100 2.0 4.8 55 70 110 1.8 5.0 55 70 110 1.8 5.2 60 75 120 1.7 5.4 60 75 120 1.7 5.6 y 60 75 120 1.7 5.8 ,,d-, 60 75 120 1.1 6.0 20 50 60 100 6.2 R y A iIRy 30 35 40 IlServer-amnelConepanylC.O.D. JobsWanruso, Georgei3415 S. Indian River Dr., Fr. Pierce111-1124 - CPT (8) A . ENGINEERING AND 'ITESTIN" - NC. 5yu rN.W. MERCANTILE PLACE, PORT ST. LUCIE, FLoR.-- A986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: George Pantuso Date: 5/6/11 Project No.: 11-1124 Project_: 3415 South Indian River Drive Lab No.: ----- Fort Pierce, St. Lucie County, Florida Field Crew: J. C. Rig ID: Kenworth Location: CPT - 2 Page: 1 of 1 Elevation: Existing Grade Field Data qc. (ts}) FR Depth (meters) p I P+S 9 18 7.3 30 40 60 2.2 40 5o 80 1.7 45 55 90 2.1 38 52 76 1.9 33 44 66 2.2 30 41 60 2.2 28 38 56 2.1 25 34 50 2.1 22 30 44 2.1 17 24 34 2.7 14 21 28 3.3 18 25 36 2.2 21 27 42 2.2 23 30 46 1.7 23 29 46 1.7 20 26 40 2.0 20 26 40 2.3 25 32 50 2.4 32 41 64 2.1 36 46 72 2.2 38 50 76 2.4 42 56 84 1.6 45 55 90 1.8 43 55 86 1.8 40 52 80 2.3 42 56 84 1.7 40 51 80 1.8 32 43 64 1.9 30 39 60 2.4 30 41 60 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8 6.0 6.2 0 5 10 15 w 20 a is 25 30 Rfi 40 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 IlServer-amel('ampanyl('.O.D. JobsWanldso, George13415 S. Indian River Dr., Ff. Piercell1-1124 - CPT (8) A .. ENGINEERING AND TESTIN :NC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORlun34986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: George Pantuso Date: 5/6/11 Project No.: 11-1124 Project: 3415 South Indian River Drive Lab No.: ----- Fort Pierce, St. Lucie County, Florida Field Crew: J. C. Rig ID: Kenworth Location: CPT - 3 Page: 1 of 1 Elevation: Existing Grade Field Data I q, I (tsf) Depth (meters) P I P+S 12 24 9.9 32 50 64 2.1 50 60 100 2.0 50 65 100 0.8 42 48 84 1.9 33 45 66 2.2 28 39 56 2.6 29 40 58 3.0 29 42 58 2.5 32 43 64 2.1 32 42 64 3.7 32 50 64 2.5 45 57 90 1.8 38 50 76 1.6 36 45 72 1.8 32 42 64 2.5 33 45 66 2.2 35 46 70 2.1 34 45 68 2.1 35 46 70 2.1 34 45 68 2.1 35 46 70 2.5 32 45 64 2.7 32 45 64 2.7 38 51 76 2.3 42 55 84 1.7 46 57 92 1.9 45 58 90 0.3 51 53 102 1.6 38 50 76 2.1 39 51 78 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 5.4 5.6 5.8 6.0 6.2 A 0 5 10 15 25 30 35 40 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 1I Server-amelCompanylC.'.O.D. JobslPanhuso. GeorgeU415 S. Indian River Dr.. Ft. Piercel11-1124 - C'PT (8) A<.. ENGINEERING AND TESTIN INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA A986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: George Pantuso Date: Project No.: 5/6/11 11-1124 Project: 3415 South Indian River Drive Lab No.: ----- Fort Pierce, St. Lucie County, Florida' Field Crew: J. C. Rig ID: Kenworth Location: CPT - 4 Page: 1 of 1 Elevation: Existing Grade Field Data q, (tsf) FR Depth (meters) P P+S Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 0 10 20 7.9 U.Z 25 37 50 4.0 0.4 40 55 80 2.0 0.6 44 56 88 2.0 0.8 37 5U 74 1.4 1.0 42 50 84 1.9 1.2 30 42 60 2.4 1.4 29 40 58 2.7 1.6 5 30 42 60 0.7 1.8 43 46 86 1.7 2.0 37 48 74 1.8 2.2 42 52 84 2.0 2.4 43 56 86 2.0 2.6 47 60 94 2.1 2.8 45 60 90 1.8 3.0 10 38 50 76 1.9 3.2 26 37 52 1.5 3.4 22 28 44 3.3 3.6 27 38 54 3.7 3.8 30 45 60 2.2 4.0 40 50 80 2.0 4.2 30 42 60 2.4 4.4 32 43 64 2.5 4.6 15 38 5o 76 2.6 4.8 45 60 90 2.2 5.0 SU 65 100 2.0 5.2 50 65 100 1.3 5.4 55 65 110 1.2 5.6 y 55 65 110 1.8 5.8 v 70 85 140 0.9 6.0 20 70 80 140 6.2 a A 25 3C 3- =1 ,IServer-amelCompany!C.0.D. JobslPantuso, Georgel3415 S. Indian River Dr., Ft. Pierce lll-1124 - CPT (8) A' ENGINEERING AND TESTIN NC• 59c, rm.W. MERCANTILE PLACE, PORT ST. LUCIE, FLOR.. -, 4986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: George Pantuso Project: 3415 South Indian River Drive Fort Pierce, St. Lucie County, Florida Location: CPT - 5 Elevation: Existing Grade Field Data I qc I (tsf) Depth (meters) p I P+S 5 10 13.2 0.2 21 31 42 2.2 0.4 30 37 60 1.8 0.6 29 37 58 1.8 0.8 22 30 44 1.8 1.0 20 26 40 2.0 1.2 21 27 42 2.5 1.4 23 31 46 2.3 1.6 26 34 52 2.5 1.8 29 39 58 3.0 2.0 33 46 66 2.8 2.2 38 52 76 2.4 2.4 41 55 82 2.4 2.6 50 65 100 1.3 2.8 55 65 110 1.8 3.0 60 75 120 1.7 3.2 65 80 130 2.0 3.4 75 95 150 1.3 3.6 85 100 170 0.8 3.8 50 60 100 2.2 4.0 35 52 70 2.5 4.2 35 48 70 2.6 4.4 38 52 76 2.6 4.6 50 65 100 2.0 4.8 50 '65 100 2.0 5.0 50 65 100 5.2 0 04 5 10 15 d w v 20 C. A 25 30 35 40 Date: 5/6/11 Project No.: 11-1124 Lab No.: ----- Field Crew: J. C. Rig ID: Kenworth Page: 1 of 1 Cone Bearing, qc (tsf) Friction Ratio, FR 40 80 120 160 200 240 280 320 0 2 4 6 8 ;'Server-aniei('ompanyl(:.O.D. JobslPantnso, Georget3415 S. Indian River Dr.. Fr. Pierce41-1124 - CPT (8) A . ENGINEERING AND TESTYN NC. 590 N.W. MERCANTILE PLACE, PORT ST. Lum, FLORWn o4986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: George Pantuso Project: 3415 South Indian River Drive Fort Pierce, St. Lucie County, Florida Location: CPT - 6 Elevation: Existing Grade Field Data I q, (ts}) I FR I Depth (meters) p P+S 12 24 5.5 0.2 25 35 50 1.8 0.4 25 32 50 2.1 0.6 21 29 42 1.9 0.8 20 26 40 2.0 1.0 17 23 34 2.3 1.2 18 24 36 2.6 1.4 18 25 36 3.3 1.6 23 32 46 3.2 1.8 28 39 56 2.4 2.0 32 42 64 2.9 2.2 37 51 74 2.7 2.4 42 57 84 1.6 2.6 50 60 100 2.0 2.8 60 75 120 1.1 3.0 55 65 110 1.4 3.2 30 42 60 2.4 3.4 29 40 58 2.7 3.6 32 44 64 1.9 3.8 31 40 62 1.9 4.0 29 38 58 2.0 4.2 31 40 62 2.8 4.4 33 46 66 2.6 4.6 38 51 76 2.6 4.8 45 60 90 2.2 5.0 45 60 90 5.2 5.1 0 5 l0 15 25 30 35 4C Date: 5/6/11 Project No.: 11-1124 Lab No.: ----- Field Crew: J. C. Rig ID: Kenworth Page: 1 of 1 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 i1Server-anWCompany1C.0.D. JobslPanlnso, George13415 S. Indian River Dr., Fr. PierceV 1-1124 - CPT (8) A ENGINEERING AND TESTIN INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLOR11_Jw A986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: George Pantuso Date: 5/6/11 Project No.: 11-1124 Project: 3415 South Indian River Drive Lab No.: ----- Fort Pierce, St. Lucie County, Florida Field Crew: J. C. Rig ID: Kenworth Location: CPT - 7 Page: 1 of 1 Elevation: Existing Grade Field Data q� (ts}) Depth (meters) p P+S 10 20 4.6 0.2 20 27 40 2.0 0.4 21 27 42 1.6 0.6 20 25 40 2.0 0.8 18 24 36 2.2 1.0 19 25 38 2.8 1.2 20 28 40 2.6 1.4 28 36 56 2.6 1.6 29 40 58 2.7 1.8 34 46 68 1.9 2.0 38 48 76 2.8 2.2 40 56 80 3.0 2.4 42 60 84 2.4 2.6 50 65 100 2.0 2.8 5o 65 100 2.0 3.0 50 65 100 2.0 3.2 50 65 100 1.3 3.4 65 75 130 1.0 3.6 65 75 130 1.0 3.8 60 70 120 1.7 4.0 30 45 60 2.2 4.2 27 37 54 2.4 4.4 27 37 54 2.2 4.6 29 38 58 2.3 4.8 30 40 60 2.0 5.0 33 42 66 5.2 0 5 10 15 w ,n 20 a d rl 25 30 35 40 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 IlServer-antel('ompanyl('.O.D. JobslPaniuso. GeorgeU415 S. Indian River Dr.. Fr. Piercell1-1124 -CPT (8) . Field DataJ;j FR Depth (meters) p P+S 15 30 4.0 0.2 28 37 56 1.7 0.4 26 33 52 2.0 0.6 21 29 42 2.5 0.8 21 29 42 2.5 1.0 22 30 44 2.7 1.2 27 36 54 2.7 1.4 29 40 58 2.7 1.6 32 44 64 2.7 1.8 37 50 74 2.3 2.0 39 52 78 2.7 2.2 44 60 88 2.3 2.4 55 70 110 1.8 2.6 55 70 110 1.8 2.8 30 45 60 2.4 3.0 29 40 58 2.0 3.2 32 41 64 2.3 3.4 34 45 68 2.1 3.6 35 46 70 2.3 3.8 40 52 80 2.3 4.0 42 56 84 1.6 4.2 50 60 100 1.3 4.4 50 60 100 1.3 4.6 55 65 110 1.2 4.8 55 65 110 1.2 5.0 55 65 110 5.2 A L ENGINEERING AND TEST P INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FwnioA 34986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: George Pantuso Date: 5/6/11 Project No.: 11-1124 Project: 3415 South Indian River Drive Lab No.: ----- Fort Pierce, St. Lucie County, Florida Field Crew: J. C. Rig ID: Kenworth Location: CPT - 8 Page: 1 of 1 Elevation: Existing Grade Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 H-1 0 5 10 15 25 3C 3s 4( I!Server-amel('ompanyl('.O.D. JobslPanluso. George13415 S. Indian River Dr., Ff. Pierce:l1-1124 - CPT (8) L M. ENGINEERING AND TESTP [NC. 5yu'1l.W. MERCANTILE PLACE, PORT ST. Lum, FL: _ .:.A 34986 PHONE (772) 924-3575 FAx (772) 924-3580 AUGER BORING LOGS (ASTM D-1452) Client: George Pantuso Project No: 11-1124 Project: 3415 South Indian River Drive Lab No: ----- Fort Pierce, St. Lucie County, Florida Test Date: May 2, 2011 Elevation: Existing Grade Technician: C. Johnson/J. Cristales TEST LOCATION: Depth (feet) 0 — 1'/z 1'/z - 10 AB@CPT -4 Description (color, texture, consistency, remarks) Dark brown fine sand, trace concrete pieces Very light gray fine sand Water table not encountered within 10 feet below ground surface 1 ILServer-amelCompanylC.O.D. JobslPantuso. GeorgeUV5 S. Indian River Dr., Ft. Pierce111-1124 - AB @ CPT's (5).doc X. M. ENGINEERING AND TESTIP NC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE (772) 924-3575 FAx (772) 924-3580 AUGER BORING LOGS (ASTM D-1452) Client: George Pantuso Project No: 11-1124 Project: 3415 South Indian River Drive Lab No: ----- Fort Pierce, St. Lucie County, Florida Test Date: May 2, 2011 Elevation: Existing Grade Technician: C. Johnson/J. Cristales IlServer-amelCompanyIC.O.D. JobslPantuso, George0415 S. Indian River Dr., Ft. PierceUI-1124 -.4B @ CPT's (5).doc KtY TO SOIL CLASSIFICATION CLASSIFICATION OF SOIL CONSTITUENTS BY PARTICLE SIZE LASTM D 2487 and 2488 Category Particle Diameter Silt and Clay 77m) Soil passing a No. 200 (75- sieve Fine — P,articles of rock passing the No. 40 (425-µin) sieve and retained on the No. 200 (75-µm) sieve Medium — Particles of rock passing the No. 10 (2.00-mm) sieve and Sand retained on the No. 40 (425-µm) sieve Coarse — Particles of rock passing the No. 4 (4.75-mm) sieve and retained on the No. 10 (2.00-mm) sieve Fine — Particles of rock passing the 3/4-in. (19-mm) sieve and retained on the No. 4 (4.75-mm) sieve Gravel Coarse — Particles of rock passing the 3-in. (75-mm) sieve and retained on the 3/4-in. (19-mm) sieve Particles of rock passing 12-in. square opening and Cobbles retained on a 3-in. (75-mm) sieve Boulders Particles of rock that will not pass a 12-in. square opening AMOUNT OF CONSTITUENTS IN SOIL* ORGANIC SOILS: Soils containing vegetable tissue in various stages of decomposition that COARSE AND FINE GRAINED SOILS has a fibrous to amorphous texture, usually a Sand, Gravel, Silt, Clay. Shell Fragments, etc. dark brown to black color, and an organic odor. Content of Minor Soil Constituents Modifier Organic Content Modifier < 5% Trace Slightly to <25% Highly Or anic y g 0 0 5 /o to 12 /o Little 12% to 30% Some 25% to 75% Muck 30% to 50% And >75% Peat t *Approximations based on visual examination of samples and results of available laboratory testing. in general accoruanuc wiui test methods ASTM D 2487 and ASTM D 2488. CORRELATION OF RELATIVE DENSITY AND CONSISTENCY: SPT BORING ASTM D 1586), CPT SOUNDING ASTM D 3441), AND HCP TEST Sands and Gravels > 50% GranularCo�neB Cohesive Soils Silts and Clays >50% T HCP Relative CPT HCP Relative SPT earing ConeBearing SoilSPT Cone Beazing Cone Bearing Soil N-Value*Value** Value *** Densi N-Value* Value** Value *** Density 0-4 0 — 20 0 — 20 Very loose < 2 0-3 0 — 20 Very soft 5-10 21— 40 20 — 35 Loose 2-4 4-6 20 — 35 Soft 11— 30 41— 120 35+ Medium Dense 4-8 7 —12 35+ Firm 31— 50 121— 200 Dense 8 —15 13 — 25 Stiff 50+ 200+ Very 15 — 30 25 — 50 Very stiff Dense > 30 Over 50 Hard * Standard Penetration Test (SPT) N-Value Blow Counts for 12 mcnes. ** Cone Penetrometer Test (CPT) Cone Tip Resistance Values (in tsf). . *** Hand Cone Penetrometer Test (HCP) Cone Tip Resistance (in ksf), may not be applicable for some cohesive soils.