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Home My WebLink AboutB4-1288 SOIL RPTS 8-17-04.PDFRAC:MATTHEWS CONSTRUCTION CO., INC. COFO)ORATE OFFICE: 210 First Avenue South - Conover, North Carolina 28613 (828)464-7325 FAX-(828)465-6747 CHARLOTTE OFFICE: epoint Corporate Center Two 2359 Perimeter Pointe Parkway, Suite 175 — Charlotte, North Carolina 28208 PHONE- (704) 357-6095 FAX (704) 357-0590 ta TO: Catawba County Building Inspections PO Box 389 Newton, NC 28658 (828) 465-83" DATE: 8/17/04 ATTENTION: Bill Rogers REGARDING: Hickory Metro Convention Center Soil Reports MEMO= For: Your comments Your Approval As requested As approved Approved as noted For re -submittal [XI Your records With our comments as follows: VIA: LISPS BY: Charles L Canrobert W_ DATE: 8/17/04 SINCE FROEHLING & ROBERTSON, INC. GEOTECHNICAL - ENVIRONMENTAL # MATERIALS ENGINEERS * LABORATORIES "OVER ONE HUNDRED YEARS OF SEWICE" I 4q, 1910 TATE BOULEVARD, SE/SUITE 101/HICKORY, NC 28601 1881 TELEPHONE: 828-324-4081/FAX: 828-324-6770 EMAIL ADDRESS: WWW.FANDR.COM Client: Mr. Charles Canrobert Matthews Construction Company, Inc. 210 First Avenue South Conover, NC 28613 Project: Hickory Metro Center Morganton, NC F&R Project Number F77-035T Technician: Kim Richardson The F&R technician arrived on -site at the request of Mr. George Moses, Matthews Construction Company, to perform 'spot-check' in -place density tests using the nuclear gauge on soils placed to backfill the utility lines located under the front canopy and leading back to the connecting right corners of the existing building and new building pad. The F&R technician performed three density tests at various locations with results indicating that 95 and 100 percent compaction had been achieved. Please note that the above represent spot tests only at the locations noted. Fulltime vis observation of materials placed or methods of placement should not be inferred. I Michael W. Sloan, P.F. Branch Manager BRANCHES: ASHEVILLE, NC - BALTIMORE, MD - CHARLOTTE, NC - CHESAPEAKE, VA CROZET, VA - FAYETTEVILLE, NC - FREDERICKSBURG, VA � GREENVII L E, S(-,' z ?"roject: HICKORY METRO CENTER Date: 08104/04 Client: MATTHEWS CONSTRUCTION COMPANY, INC. Record No.: F77-035T Field Field Dry Percent of Maximum Field Test Proctor Test Test Elev. Moisture Density Dry Density Type No. No. Location (FT) Content (pcf) OVER WATER DRAIN LINE SPEC. 13 22'LEFT OF REAR CANOPY SIG 14.0 115J 3 0 - 7 1010 100 NG P-2 14 4'FROM CENTER REAR INSIDE CANOPY -3 16.2 —E106 6 106.6 FACT, 97.7 9 —65— —NG —PI 15 5F M CENTER FRONT INSIDE ------ 13-9 117.4 1 0 5 104,5 95 NG P -2 Proctor 0. Max. Dry 6p—timum —Soil 77 —Test Remarks:-- Key: Density (pcf) Moisture Class. Type P-1 — 109.1 18,6 NOTE: TEST AREAS CONTAINED VARYING SC - Sand Cone (ASTM D1556) AMOUNTS OF ABC STONE MIXED W/SOIL. NO - Nuclear Gauge P-2 112.3 17.2 STD (ASTM D2922 & D3017) Froehling & Robertson, Inc DC - Drive Cylinder (ASTM D2937) Technician: KIM RICHARDSON STD. - (ASTM D698) MOD, - (ASTM D1557) 'Ilia above tests represept spc-,t tests at the �ocafions ncAed F-1, i IT, r r, visual observation e.�,f or mcifl-v)ds of SINCE Fmay, s ROEHLING & ROBERTSON, INC. GEOTECHNICAL * ENVIRONMENTAL * MATERIALS ENGINEERS # LABORATORIES "OVER ONE HUNORW YEARS OF SERVICE" 910 TATE BOULEVARD, SE/SUITE 101 /HICKORY, NC 28601 1881 TELEPHONE: 828-324-4081/FAX: 828-324-6770 EMAIL ADDRESS: WWW.FANDR.CO,14 I FRAZOT�X_l Client: Mr. Charles Canrobert Matthews Construction Company, Inc, 210 First Avenue South Conover, NC 28613 Project: Hickory Metro Center Morganton, NC F&R Project Number F77-035T Technician: Kim Richardson The F&R technician arrived on -site at the request of Mr. George Moses, Matthews Construction Company, to perform 'spot-check' in -place density tests using the nuclear gauge on soils placed to backfill the utility pipes located under the canopy to the adjoining right corners of the existing building and new building pad. The F&R technician performed twelve density tests at various locations with results indicating that t5 and 100 percent compaction had been achieved. Mr. Jeff Kanupp with Troutman Plumbing stated that the soils would be watered overnight due to dryness and the soil moisture would be re -checked in the morning, F&R noted that the soils contained varying amounts of ABC stone, thus the elevated density and lower moisture. M1. AIR . 0 'If y"I Michael W. Sloan, P.E. Branch Manager HEADQUARTERS: 3015 DUMBARTON ROAD - BOX 27524 - RtCHMOND, VA 23261-7524 TELEPHONE (804) 264-2701 ® FAX (804) 264-1202 - www.FandR.com BRANCHES: ASHEVIt LE, NC - BALTIMORE, MD - CHARLOTTE, NC • CHESAPEAKE, VA CROZET, VA - FAYETTEVILLE, NC - FREDERICKSBURG, VA - GREENVILLE, SC z Project: HICKORY METRO CENTER Data: 08105/04 Client: MATTHEWS CONSTRUCTION COMPANY, INC. Record No.: F77-035T Field Field Dry Percent of Maximum Field Test Proctor Test Test Elev, Moisture Density Dry Density Type No. No. Location (FT,) Content (pcf) OVER UTILITY PIPES --WC—f7 SPEC. 16 4' FROM FRONT CENTER OF CANOPY -2 10.8 120.8 107.5 95 NG P-2 17 Z FROM OUTSIDE CENTER AT REAR OF -1 9.0 1212 108.8 95 NO P-2 CANOPY 18 2' FROM OUTSIDE CENTER AT REAR OF SG —TO9 —4 —100 NG P-2 CANOPY 19 4'FROM FRONT CENTER OF CANOPY -1 9.2 11311 100.7 95 NG P-2 20 15'FROM BACK LEFT CORNER OF EXISTING SG 11A 1201 106 NG P-2 BUILDNG 21 4'FROM FRONT CENTER OF CANOPY -.5 12.5 122.9 109A 95 NG P-2 22 10'FROM BACK LEFT CORNER OF EXISTING —4 15 109.5 97.5 95 NG P-2 BUILDING 23 6'FROM FRONT CORNER OF CANOPY SG 9.1 121.8 108A 100 NG P-2 24 10'FROM BACK LEFT CORNER OF EXISTING SO 10.4 115,9 103.2 100 NG P-2 BUILDING 25 10'FROM OPENING OF STORAGE ROOM SG 11.2 115.9 1012 100 NG P-2 26 8'FROM OUTSIDE REAR CENTER OF CANOPY SG 14.9 ---'12-0,9--1-07T6 1-00 NG —P-2 27 4'FROM OUTSIDE REAR CENTER OF CANOPY SG 11.9 117.5 104.6 ----00 7 — NG P-2 Proctor No. Max. Dry Optimum Soil Lab Test Remarks: Key: Density (pco Moisture Class. Type - P-1 ---"TO9,1 - - 18,6 NOTE: TEST AREAS CONTAINED VARYING SC --Sand Cone (ASTM D1556) AMOUNTS OF ABC STONE MIXED W/SOIL NG - Nuclear Gauge P-2 112,3 17,2 STD Froehling & Robertson, Inc. (ASTM D2922 & D3017) DC - Drive Cylinder (ASTM D2937) - -------- --- Technician: KIM RICHARDSON s-rD, - (ASTM D698) MOD. - (ASTM D1557) PLEAF-13E NOTE abov,'e tests t'i.7,prese-mf spot tests ""'q-1k., th,- locations `OfE�d, s a nethods of SINCE FROEHLING & ROBERTSON, INC. GEOTECHNICAL * ENVIRONMENTAL * MATERIALS ENGINEERS # LABORATORIES "OVER ONE HUNDRED YEARS OF SERVICE" oo 910 TATE BOULEVARD, SEISUITE 101 /HICKORY, NC 28601 1881 TELEPHONE: 828-324-4081/FAX: 828-324-6770 EMAIL ADDRESS: WWW.FANDR.COM Client: Mr. Charles Canrobert Matthews Construction Company, Inc. 210 First Avenue South Conover, NC 28613 Project: Hickory Metro Center Morganton, NC F&R Project Number F77-035T [M The F&R technician arrived on -site at the request of Mr. Jeff Kanupp, Troutman Plumbing, to perform 'spot-check' in -place density tests using the nuclear gauge on soils placed to backfill the utility pipes located under the canopy and at the back left corner of the new building pad. The F&R technician performed one density test at subgrade level with results indicating that 100% compaction had been achieved. Mr. Kanupp requested that the F&R technician return to the site later in the day for further testing. The F&R technician returned to the site as requested to perform 'spot-check' in -place density tests using the nuclear gauge on soils placed to fill the utility pipes. One test was performed at subgrade level with results indicating that 100% compaction had been achieved. Please note that the above represent spot tests only at the locations noted. Fulitime visual observation of materials placed or methods of placement should not be inferred. I a *.1414 0 14 10 E*X*M 1*401 MA *3• Michael W. Sloan, P.E. Branch Manager HEADQUARTERS: 3015 DU BARTON ROAD - BOX 27524 - RICHMOND, VA 23261-7524 TELEPHONE (804) 264-2701 - FAX (004) 264-1202 - www.FandR.com BRANCHES: ASHEVILLE, NC ® BALTIMORE, MD - CHARLOTTE, NC - CHESAPEAKE. VA CROZET, VA 4 FAYETTEVIL LE, NC ® FREDERICKSBURG, VA - GREENVILL E. SC I yflz��-q Project: HICKORY METRO CENTER Client: MATTHEWS CONSTRUCTION COMPANY, INC. Field Field Dry Test Test Elev. Moisture Density No, Location (FT) Content (%) (pcf) OVER UTILITY PIPES ---28— -W—INSIDE —FRONT —CENTER -0—F 6A—N0PV-- —S(j— 1-1.4 —123. i-- —T9— ZINSIDE OF STORAGE ROOM SG 167 112.7 Date: 08106/04 Record No.: F77-035T Percent of Maximum Field Test Dry Density Type ---AC-T. SPEC. --1-09 —6 1-00 —NG ---—3 1—— �00 00 NG Proctor No. —P-2 P-2 PraetorNo.Max —Dry --6—ptlmum —Soil m sl� Lab Test Remarks: b Test Key: Density (pcf) Moisture Class. Type Type P®2 3 17�2 geRe STD NOTE: TEST NO. 28 CONTAINED MORE SC - Sand Cone (ASTM D1556) ABC STONE AS COMPARED TO TEST NO. 29. NO - Nuclear Gauge (AST M D2922 & D3017) Freehling & Robertson, Inc. DC - Drive Cylinder (ASTM D2937) Technician: KIM RICHARDSON STD. - (ASTM D698) MOD, (ASTM D 1557) '3 OTE -1 L E ALE) E N 'Present of teston�y noted, FLiflOme (,,f