Northlake 635(2)-LR 970528TECHNOLOGIES INC
Max
2~
CLIENT:
PROJECT:
SERVICES:
REPORT OF
DRILLED PIER INSPECTION
Lincoln Property Co.
500 N. AKARD, SUITE 3300
ATTN: LARRY MOON
Dallas, TX 75201
COPPELL BUSINESS CENTER
WRANGLER DR AND BELTLINE RD
COPPELL TX
PROJECT NO.: 0903
REPORT NO.: 1170t
DATE OF SERVICE:
AUTHORIZAT!ON:
REPORT DATE: 5/:
Perform Drilled Pier Inspection.
REPORT OF INSPECTION
On this date, a Maxim Technologies representative arrived c
scheduled to perform a Drilled Pier Inspection. See attac]
results of the inspection.
Technician Time: 7:00am to ll:00am
Page 1 of 2
Technician: Rusty Bowers
Technician
Report Distribution:
(1} Uncoln Prc~pe~y Co.
{11 8UTLER CONSTRUCTION INCORP.
{1 } EIROCKb'TT-OAV~S..OR.AXE, INC.
[1} THE CITY OF COPPEL/.
{11 THE CITY OF COPPELL
{11 O'BRIEN ASSOCIATES, INC.
{1) A.E.C.C.
10gg DY
im Tach. Southwestern Labs
75 Lone Star Dr. P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
605034
~2
~/19/97
zgoing
!8/97
~n site as
Led report for
~ply ordy tO the ~emple t~lted and/o~ ~n~pected, end ate not :ndlcaUve of the qua~tme of ~lN~atenay
TECHNOLOOiES INC
LINCOLN PROPERTY COMPANY
Project N~:0903605034
Service Date:05/19~97
2575 Lone Star Drive · P.O. Box 224227 · Daila
(214) 631-2700 · Fax (214) 920-18:
DRILLED pIER INSPECTION
(STRAIGHT SHAVD
Date Drilled:05/19/97***OBSERVATION OF DRILLED FOUNDATION
s, Texag 75222
)1
Report N°: 117062
Page 2 of 2
CONSTRUCTION***
Pier identification J/4.5
Pier diameter(in}/'rype ~.7 i see note
Depth of pier from surface(ft) see note
Depth of bearing stratum from surface(ft) 31.3 see note
Required penetration(ft) 6.0 see note
Actual penetration(ft) · 6.4 see note
Condition of bottom(wet/dry) i; see note
Plumb within tolerance(yes/no} see note
Casing diameter(in)/Length(ft) 25/15.0 see note
//of bars/Reinforcing bar size(//) 6///6 see note
Length of reinforcing steel(ft) 35.7 see note
Time drilling was completed(am/pm) 9:40a see note
Time concrete was placed(am/pm) 10:01am see note
Depth of pier from top of concrete(ft) 36.2 , see note
Elevation: Top of Pier (ft)/Bottom of Pier (ft) 98.0/61.8 , see note
Elevation: Top of Bearing Stratum (ft) 68.3 I See note
Bearing stratum (Description} Dark gray unw~athere(~ shale.
NOTE: SEE REPORT # 116590 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
· ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
· · ELEVATION BY OTHERS
TIME: 7:00 A.M. TO 11:00 P.M.
NOTE: Not drilled due to rain.
Our lettem and reportl are for the exclu, iv® u~e of the client to whom they are addressed and shall not be reprod
approval of the testing laboratory. The uee of our name rnu~ receive prior written approval of Maxim Technologi
only to the sample tested and/or in~peoted and are not indicative of the quantity of apparently identicaJ or similar
aced except in full without the
~, Inc. Lettem and raporta apply
~'oducta.