SC-Town Center E8-LR 930805Rone Engineers RoneE ineers
Geotechnical Consultants
Materials Testing
Drilled Pier Report
Project Purchase Order
COPPEAL ELEMENTARY SCHOOL ~ 7
N~nber IDate of Observation Report Date
D3-080C-01-23582 I JULY 27, 1993 AUGUST 5, 1993
To
COPPELL I. S. D ·
E)uil(3'~ng / Structure Engineer / Technician
AREA B & C GEORGE BEALL (RONE)
SPECIFICATIONS I ACTUAL
Shaft I Shaft I Depthto I Toiml
Penetration Foot- Penetration
Test Pier No Diameter Diameter I Bearing Depth
No (h.) (irt) note (in.) ] S Ira tu'rn( ft- ) (irt.) (ft.)
I
0312 C9.5A.5 18 3.0 18 20.6 4.4 25.0
0313 C8.5A.5 18 3.0 18 20.0 3.7 23.7
0314 B7K 24 3.0 24 20.0 3.5 23.5
0315 C7.5A.5 18 5.0 18 20.6 5.6 26.2
0316 B10L 24 4.0 24 20.0 4.5 24.5
0317 C8.5B. 2 18 3.0 18 20.6 4.8 25.4
0318 C2.5J 18 4.0 18 20.0 4.5 24.5
0319 C6.8D.2 24 5.0 24 20.0 5.2 25.2
0320 C6.8C. 8 24 5.0 24 20.0 5.0 25.0
0321 C9.5C. 5 18 3.0 18 20.4 3.4 23.8
0322 C10.5A 18 5.0 18 20.4 5.4 25.8
0323 C10.5B.2 18 4.0 18 20.3 4.5 24.8
0324 Ci0.5E 18 4.0 18 20.4 4.6 25.0
0325 C10.8C. 5 18 4.0 18 20.6 4.8 25.4
Re. tanks and/or Distribution
Notes: Depths are measured from top of ground surface unless otherwise specified. Penetration denotes c,~stance dn'lled into
bearing stratLxn.
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 SHAT.W.
ALT. PIERS WERE TEMPORAR~Y CASED
REINFORCING ST~-~. WAS IN ACOORDANCE WITH PROJECT SPECIFICATIONS U.N.O.
~ PTRRS .WERE CL~.AN, PLUMB AND DRY U.N.O.~Ro~/ne
Engineers
I !MITA'r~)NS: We a~sume rio resDons;b~lity for venal]on in quality (comDosil]on, aopea,-arlce, perform~lce, e~c.) or any olhet' feature of sint;laJ' SUOleCt
Rune Engineers RoneE naineer s
Geotechnical Consultants il
Materials Testing
Drilled Pier Report
Project Purchase Order
COPPET~L ELEMENTARY SCHOOL ~ 7
Number Date of Observation Report Date
D3-080C-01-23582 JULY 27, 1993 AUGUST 5, 1993
To
COPPELL I · S · D ·
Builo'ng/S tructure Encjheer / T echnician
AREA B & C ! GEORGE BEALL (RONE)
SPECIFICATIONS i ACTUAL
Test I Shaft Penetration Foot- Shaft I Depth to Penetraticn Total
I Pier No Diameter DiameterI Bearing (ft.) Depth
(~.} (ft) note (in.) . S [:ra turn(ft.) (ft)
No
I
0326 C9.5B.2 18 3.0 18 20.3 3.3 23.6
0327 C9. SD. 2 18 4.0 18 20.3 4.4 24.7
0328 C10.5C. 5 18 5.0 18 20.1 5.3 25.4
Remarks and/or Distribution
Notes: Depths are measured from top of gro~d surface ~less otherwise spedF~ed. Penetration denotes ds[ance ddlled btu
bearing stratun~
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)
ne Engineers
I'M TAT~DNS We as ..... o re~pons,hlllt~ fo .... ~on ,n quality (com~s,tlom. aO~earance, i~erfoqnmnc.., e,¢.) O, ~ .other feature 0f.~s!.m~ra~e ~reecs~s~t~