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Home My WebLink AboutB4-85 EVAL PIER FOOTINGS.PDFSINCE � o 0 Ll FROEHLING & ROBERTSON, INC. GECITECHNICAL * ENVIRONMENTAL * MATERIALS ENGINEERS # LABORATORIES "OVER ONE HUNDRED YEARS OF SERVICE" �910 TATE BOULEVARD, SEISUITE 101/HICKORY, NC 28601 TELEPHONE: 828-324-4081/FA'X: 828-324-6770 EMAIL ADRESS: WWW.FANDR.COM DAILY REPORT Client- Mr. Jeremy Norman Building Systems, General Contractors P.O. Box 3409 Hickory, NC 28603-3409 Project: Hart Entertainment Hickory, NC F&R Project Number E 77-141 T Date: 02/24/04 Technician: Wilson H, Goff -Chris Wright — e 009,5" of The F&R representatives returned to the site as scheduled to continue the subgrade evaluation of the pier footings. The F&R technicians performed nine Dynamic Cone Penetrometer (DCP) tests and the results are to be supplied to M, Sloan, F&R P,E., for his evaluation and recommendations. Mr. Yount requested that F&R return to the site tornorrow to perform the SUbgrade evaluation of the 4 interior pier locations after they are excavated. Respectfully Submitted, FROEHLING & ROBERTSON, INC. 4wo , 5 6, Michael W. Sloan, P.E. Branch Manager HEADQUARTERS: 1015 Du BARTON ROAD - BOX 27524 - RICHMOND, VA 23261-7524 TELEPHONE (904) 264-2701 - FAX (904) 264-1202 - www.FandR.com BRANCHES: ASHEVILLE, NC - BALTIMORE, MD - CHARLOTTE, NC - CHESAPEAKE, VA S t N C F a FOUNDATION BEARING GRADE REPORT Project: I fart F"ritertainment Permit No: N/A Client: fluilding Systems, Gen. contr. Date (on -site): 2124/2004 (Pg. 1) F&R Representative: W. Goff/C. Wright Project No.: E77-141T DYNAMIC CONEL I'll"'NETRATION TESTS (ASTM S )ecial Technical Publication No. 399) _71 . . . . ..... pq "'n 7p PROM4 - 01 2 9 6 Flll-Rad Brown Sandy t w/Mica -11 12 16 14 Fill -Red Brown Sandy Silt w/Mica Rear Wall -Flier No, 2-SL -2' - 9 9 9 Fill -Red Brown Sandy Silt w/Mica -Y 9 10 9 Fill -Red Brown Sandy Silt w/Mica 13 17 15 Fill -Red Brown Sandy Silt w/Mica 01 2 7 5 Fill -Red Brown Sandy Silt w/Mica 18 18 18 Fill -Red Brown Sandy Silt w/Mica 2 Rear Wall -Pier No. 3-SC, -2' 11 12 12 Fill -Red Brown Sandy Silt w/Mica -Y 204 201 Fill -Red Brown Sandy Silt w/Mica -4 16 16 16 Fill -Red Brown Sandy Silt w/Mica -5' 14 13 14 Fill -Red Brown Sandy Silt w/Mica -6' 16 19 17 Fill -Red Brown Sandy Silt w/Mica -T 12 16 14 Fill -Red Brown Sandy Silt w/Mica -81 17 18 17 Fill -Red Brown Sandy Silt w/Mica -91 20f 20 I- Residual -Red Brown Sandy Silt w/Mica 01 2 6 4 Fill -Red Brown Sandy Silt w/Mica _V 12 15 13 Fill -Red Brown Sandy Silt w/Mica 3 Rear Wall -flier No. 4-St, -2' 8 10 9 Fill -Red Brown Sandy Silt w/Mica -Y 8 12 10 Fill -Red Brown Sandy Silt w/Mica (Pc Root @T) -4 14 15 14 Fill -Red Brown Sandy Silt w/Mica 01 9 11 10 Fill -Red Brown Sandy Silt w/Mica 8 10 9 Fill -Red Brown Sandy Silt w/Mica 4 Rear Wall -Pier No, 5-St, .,2' 8 10 9 Fill -Red Brown Sandy Silt w/Mica -Y 10 10 10 Fill -Red Brown Sandy Silt w/Mica 4 14 16 15 Fill -Red Brown Sandy Silt w/iWca Note: N, is file average of the Second an(f Mir() 1)('p rea(lirlgs Any opinions or recommendations should be based on tire field observations made the should be free elf soft, loose, wet, organic, caved -in soils and tests performed. All bearing grades or otherwise deleterious materials and conditions immediately the placement ofconcrete, Exterior foundations should prior to be embedded at least 12-inches below the final Exterior ivadeq dirmlel hp i— u__, exterior grades. 11 - SINCE FOUNDATION BEARING GRADE RE11010"' Project: I lart l"Atertainryient Pet-mit No: N/A Client: Building Systeryis, Gen, Contr. Date (on -site): 2/2412004 (Pg. 2) F&R I[Zepmseintative: W. G07C. Wright Pt-oject No.: E77-1411- DY1' AMIC CONE, P EN E" FRATI ON TESTS (AST ication No. 399) V Aill IUlls ti 01 7 9 8 Fill -Red Brown Sandy Silt w/Mica 10 12 11 Fill -Red Brown Sandy Silt w/Mica Right Side Wall (East} flier 5 2' 20 f 201 Fill -Red Brown Sandy Silt w/Mica No. if-SL -3' 12 10 1 1 Fill -Red Brown Sandy Silt w/Mica 4 15 15 15 Fill -Red Brown Sandy Silt w/Mica 01 6 9 8 Fill -Red Brown Sandy Silt w/Mica -11 14 16 15 Fill -Red Brown Sandy Silt w/Mica Right Rear Coiner 6 (Northeast) SL-St, -T 15 17 16 Fill -Red Brown Sandy Silt w/Mica -Y 6 10 8 Fill -Red Brown Sandy Silt w/Mica -4 11 10 Fill -Red Brown Sandy Silt w/Mica -5' 15 16 15 Fill Pied Brown Sandy Silt w/Mica -6' 10 16 13 Fill -Red Brown Sandy Silt w/Mica -T 201 201- Fill -Red Brown Sandy Silt w/mica -81 20+- 201 Fill -Fed Brown Sandy Silt w/Mica -91 20-i20 F Residual -Red Brown Sandy Silt w/mrca 01 6 8 7 Fill -Red Brown Sandy Silt w/Mica -11 7 13 10 Fill -Red Brown Sandy Silt w/Mica Right Side Wall (East) flier 7 No. G-SL 2' L 10 11 In Fill -Red Brown Sandy Silt w/Mica 10 Fill -Red Brown Sandy Silt w/Mica -T 13 16 15 Fill -Red Brown Sandy Silt w/Mica mm 83A -51 17 204- 20( Fill -Red Brown Sandy Silt w/Mica -6' 18 201- 20-1 Residual -Red Brown Sandy Silt w/Mica Depth Below Footing Bearing Orade Note: N, is the average of the second arof third DCP readings Any opinions or recommendations should be based on the field observations made and the tests performed. All bearing grades should be free of'soft, loose, wet, organic, caved -in soils or otherwise deleterious materials and conditions immediately prior to the placement of concrete. Exterior foundations should be embedded at least 12-inches below the final exterior grades. Exterior grades should be sloped to direct surface runoff away Crom structure, $ I N C F FOUNDATIONBEARING GRADE REPORT Project: I fart F.trtertainment Permit No: N/A Client: Building ysterns, (ien. Con1r, Date (on -site): 2/24/2004 (Pg. 3) F&II Representative: W. Goff/C. Wright Project No.: E77-141 T DYNAMICCONE 11',N11"FRATION TESTS (AS` N/l Special Technical l"ublication No. 399) a, 6 9 7 Fill -Red Brown Sandy Silt w/Mica -11 7 8 7 Fill -Red Brown Sandy Silt w/Mica Right Side Wall (East) Pier 4 4 1 Fill -Red Brown Sandy Silt w/Mica (Sm.Grass -T No, F-SL Roots 525) _31 6 12 9 Fill -Red Brown Sandy Silt _w/Mica ( rn.Wood -T 14 20f 20 1 Residual -Red Brown Sandy Silt w/Mica 0' 4 9 6 Fill -Red Brown Sandy Silt w/Mica -11 8 10 9 Fill -Red Brown Sandy Silt w/Mica Right We Wall (East) Pier 9 No. E-SL 2' 9 15 12 Fill -Red Brown Sandy Silt w/Mica 31 12 201 204 Residual -Red Brown Sandy Silt w/Mica Depth Below Footing Hearing Grade Note: N, is the average of the second anti third jai P readings Any opinions or recommendations should be based on the field observations invade and the tests performed, All bearing grades should be free of soft, loose, wet, organic, caved -in soils or otherwise deleterious materials and conditions itunrediately prior to tire placement of concrete, Exterior foundations should be embedded at least 12-inches below the final exterior grades,