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SC-Town Center E8-LR 930803Rone Engineers Ro n e E n a i n e e r s Geotechnical Consultants Materials Testing Drilled Pier Report Project IP urchase Order COPPELL ELEMENTARY SCHOOL ~ 7 11 Number IDate of Observation Report Date D3-080C-01-23559 I JULY 26, 1993 AUGUST 3, 1993 To COPPELL I. S. D. Buildinc~ / S truc tufe E n~'ineer / T echnician AREA C , GEORGE BEALL (RONE) SPECIFICATIONS ACTUAL Shaft I Penetration Foot- Shaft Depth to Penetration J Toby! Test P'.'er No Diameter I Diameter' Bearing ft.) 1 Depth No (irt) (fL) note (in.) Stratum(fL) [ (ft.) 0306 C10.5D. 2 18 5.0 18 20.5 5.5 26.0 0307 C8D 24 7.0 24 20.0 7.3 27.3 0308 C9D 24 5.0 24 20.0 5.0 25.0 0309 C10E 24 3.0 24 20.0 3.3 23.3 0310 C10.3D 24 3.0 24 20.0 3.5 23.5 0311 1.5G.9 18 3.0 18 20.4 3.6 24.0 Remarks and/o~ Oisb'ibuUon. Notes: Depths are measure~ from top of grotmd surface unless otherwise specif'~ed. Penetration denotes or, stance ddlled i~to bear~g strafl.m. COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS (1), K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W. I.N.C./ MIKE ELMORE (1), S.H.W. I.N.C./JOE CRADDOCK, V.P. (1), K. A. SPARKS CONTRACTORS, INC./E.J.WILLIAMS (1) .o.. E,¢...,, Ro ne E n.qin ee r s Geotechnical Consultants ii Materials Testing Drilled Pier Report Project [Purchase Order COPPELL ELEMENTARY SCHOOL ~ 7 , ~rnber Date of Observation Reoort Date D3-0800-01-23527 ! JULY 23, 1993 ' AUGUST 3, 1993 To COPPELL I. $. D. Buil~',ng / Struc ture J Engineer / Technician AI~EA B & C ; GEORGE BEALL (RONE) SPECIFICATIONS ACTUAL Shaft ~ Shaft Des~th '.o To~l i p ~.~e~m.~cn F-oo[- Pene[rafion Test Pier No Diame~.er I ....... Diameter Bearing Depr. h NO (in) ! (ft) note (in.) Strat,-~n(ft.) (ft.) (ft..) 0276 B8.SK.5 18 3.0 18 20.0 3.8 23.8 0277 B6.5H. 5 18 4.0 18 20.0 4.6 24.6 0278 B9.5F. 3 ~8 3.0 18 20.0 4.2 24.2 0279 B7.5E. 7 18 5.0 18 20.0 5.6 25.6 0280 C6. SA. 8 24 3 . 0 24 20.0 3 . 4 23 . 4 0281 B7E 24 4.0 24 20.0 4.0 24.0 0282 Cl0A 24 3.0 24 20.0 4.0 24.0 0283 CI0.2A. 8 24 3.0 24 20.0 4.0 24.0 0284 C10.2B. 2 24 3.0 24 20.0 3.6 23.6 0285 Cl0.3C 24 3.0 24 20.0 3.5 23.5 0286 Cl0D 24 5.0 24 20.5 5.0 25.5 0287 C10C 24 5.0 24 20.0 5.0 25.0 0288 Cl0B 24 4.0 24 20.0 4.0 24.0 0289 C7B 24 4.0 24 20.0 4.2 24.2 Remarks and/or Distribution Notes: DeprJ'~ are measured from lop of ~;round surface u~,ess otherwise specified. Penetration denotes or, stance drilled · bearing straturr~ COPPELL I.$.D./MICKEY HARPER (Z), CITY OF COPPELL/LARRY DAVIS (1), K. a. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W.I.N.C./ MIKE ELMORE (1), $.H.W.I.N.C./JOE CRADDOCK, V.P. (1), K. A. SPARKS CONTRACTORS, INC./E.J.WILLIAM$ (1) BEARING MATERIAL: DARK GRAY SHALE ~r.L PIERS WERE T~i~%~{ILy CASED REINFORCING ST~. WAS'IN ACODRDANCE WITH PROJECT SP~CZFICATI~S U.N.O. ALL PIERS WERE PLUMB, CLWAN AND DRY U.N.O.(~on~'"-"'e Engineers Rune Engineers Rune 'neers Geotechnical Consultants Materials Testing Drilled Pier Report iPurchase Order P r°jeC(~opp~ELL ELEMENTARY SCHOOL # 7 Date of Observation Reoort Date Numb~3--080C--01--23483 JULY 22, 1993 ' AUGUST 3, 1993 To COPPELL I. S · D. j E nein, eer / T ed-~ician B ' ti t%e C j ' GEORGE SPECIFICATIONS ACTUAL Shaft Depth to Penetration Tub31 Shaft PenetraUon Foot- Diameter Bearing Depth Test Pier No Diameter r ~ No (~) ,fL, note (in.) S ira [',.~( P,. ) (ft.) 0262 B7F 24 3.0 24 20.0 3.4 23.4 0263 Cl. 5G. 9 18 3.0 18 20.0 3.8 23.8 0264 C2.5G. 9 18 3.0 18 20.0 4.0 24.0 0265 C4.5G. 9 18 3.0 18 20.0 4.3 24.3 0266 BG. 3L. 2 24 4.0 24 20.0 4.0 24.0 0267 C4.5J 18 4.0 18 20.0 4.4 24.4 0268 C3.5F. 8 18 4.0 18 20.0 4.0 24.0 0269 C7C 24 4.0 24 20.0 5.3 25.3 0270 C4.7C 18 4.0 18 20.0 4.6 24.6 0271 C7D 24 5.0 24 20.0 5.6 25.6 0272 B6L 18 3.0 18 20.0 4.0 24.0 0273 B7F. 3 18 3.0 18 20.0 4.3 24.3 0274 C6.8BZ 24 3.0 24 20.0 3.0 23.0 0275 C7A 24 3.0 24 20.0 3.4 23.4 Remarks and/or Distribution, Notes: Oe~3ths are measurea from top of ground surface unless otherwise specif~ect Penetration denotes ~stance ddlled i~to bearing stratum. COPPELL I.S.D./MICKEY HARPER (Z), CITY OF COPPELL/LARRY DAVIS (1), K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W.I.N.C./ MIKE ELMORE (1), S.H.W.I.N.C./JOE CRADDOCK, V.P. (1), K. A. SPARKS CONTRACTORS, INC./E.J.WILLIAMS (1) BEARING MATERIAL: DARK GRAY SH~T.W. AT.T, PIERS WERE TEMPOP3~RILY CASED REINFORCING ST~. WAS IN ACODRDANCE WITH PROJECT SPECIFICATIONS U.N.O ALL PIERS WERE PLUMB, Cf.WAN AND DRY U.N.O. ~Rone Engineers Rune Engineers RoneE 'neers Geotechnical Consultants Materials Testing Drilled'Pier Report P r oje!:_t iPurcnase Order COPPELL ELEMENTARY SCHOOL ~ 7 Number Date of Observation Report Date D3-080C-01-23462 JULY 21, 1993 AUGUST 3, 1993 To COPPELL I . S . D . Buiidno / Structure jEngineer / T echnic~an ~R~-B ~ GEORGE BEALL (RONE) SPECIFICATIONS ACTUAL Shaft Depth to P e?,etra tion Tot~l Shaft Penetration Foot- Diameter Bearing Deo',h Test Pier No Diameter I ft. ) note ( ft. ) No (~) · 0n.) Stratum(ft.) (ft.) 0248 BIOG 24 3.0 24 20.0 3.5 23.5 0249 B6F 18 3.0 18 20.0 4.2 24.2 0250 B6.5F. 3 18 5.0 18 20.0 5.7 25.7 0251 B10F 24 4.0 ~ 24 20.0 4.5 24.5 0252 A14AB 18 3.0 18 20.0 4.0 24.0 0253 B10E7 18 5.0 18 20.0 5.6 25.6 0254 B9.1E 42 4.0 ! 42 20.0 4.7 24.7 I 0255 BSE 42 5.0 I 42 20.0 5.0 25.0 0256 BllH 24 3.0 24 20.0 3.0 23.0 0257 BS. 7K. 7 24 4.0 24 20.0 4.4 24.4 0258 A14AK 18 3.0 18 20.0 3.6 23.6 0259 B11H. 5 18 3 . 0 18 20.0 3 . 4 23.4 0260 B7G 24 3.0 24 20.0 4.0 24.0 0261 BTG.5 24 5.0 24 20.0 5.0 25.0 Remarks and/or Distribution Notes: DeprJ'~s are measured from top of gro(.z~d surface uniees o~erwise spedfied- Penetration denotes c[stance dn]led into bear~g sb'a tun COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS (1), K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W.I.N.C./ MIKE ELMORE (1), S.H.W.I.N.C./JOE CRADDOCK, V.P. (1), K. A. SPARKS CONTRACTORS, INC./ E. J. WILLIAMS (1) BEARING MATERIAL: DARK GRAY SHALE ALL PIERS WERE T]~v~OORA~Tr.Y CAS]~I) REINFORCING STL~-'~. WAS IN ACCORDANCE WITH PROJECT R~~S U.N.O. ,"1 AT.T. PIERS WERE PIJ3MB, DRY AND Cf.F. AN U.N.O. /~one Engineers Rone Engineers Rone 'neers Geotechnical Consultants Materials Testing Drilled 'Pier Report Project _ JPurchase Order COPPELL ELEMENTARY SCHOOL # 7 Number Date of Observation JRepcrt Date D3-080C-01-23418 JULY 20, 1993 j AUGUST 3, 1993 To COPPELL I. S. D. B~fO'~UC tur e i Eng~eer/T ec.hnician ! GEORGE BEALL (RONE) ; SPECIFICATIONS ACTUAL Test Shaft Penetration Foot- Shaft I Del3th to Penetrat/on Tc~i No P!er No Diameter Diameter j Bearing Depth (irt) (ft.) note (in.) Stratbm(ft.) (ft.) (ft.) 0234 C2G 24 4.0 24 20.0 4.6 24.6 0235 C3G 24 4.0 24 20.0 4.0 24.0 0236 C4G 24 4.0 24 20.0 4.1 24.1 0237 C3F8 24 3.0 24 20.0 3.6 23.6 0238 C25J 18 4.0 18 20.0 4.8 24.8 0239 C4F8 24 3 . 0 24 20.0 3 . 5 23 . 5 0240 C3J 18 4.0 18 20.0 4.6 24.6 0241 C2G9 30 3.0 30 20.0 3.0 23.0 0242 C35J 18 4.0 18 20.0 4.5 24.5 0243 C4J1 30 4.0 30 20.0 4.0 24.0 0244 B5G9 42 4.0 42 20.0 4.7 24.7 0245 B6H 24 5.0 24 20.0 5.3 25.3 0246 BBS1 18 4.0 18 20.0 4.3 24.3 0247 B5J1 42 4.0 42 20.0 4.3 24.3 Ren~rlcs and/or D~stribufion Notes: Depths are measured from top of ground surface u31ess o~erwise specified. Penetration denotes (3[st3nce dh'tied into bearing stratum. COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS (1), K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W.I.N.C./ MIKE ELMORE (1), S.H.W.I.N.C./JOE CRADDOCK, V.P. (1), K. A. SPARKS CONTRACTORS, INC./E. J.WILLIAMS (1) ~one E~eers UMITATI~NS: We assume no I'~p(3(1511311~ h31r v~Ll'ialJon in qaJ~i[~, (c~3m~(3s~on, &13[,~ar~'lce. j~el'fon/tan~e, giG.} or arly clttte~' !eatum of $iml~ sul:3,ect matter