Northlake 635(2)-LR 970529 (2)TECHNOLOGIES INC
Max
25
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.: 1171:
DATE OF SERVICE:
AUTHORIZATI!ON: Oz
REPORT DATE: 5/;
Perform Drilled Pier Inspection.
REPORT OF INSPECTION
On this date, a Maxim Technologies representative arrived ¢
scheduled to perform a Drilled Pier Inspection. See attac~
results of the inspection.
Technician Time: 7:30am to ll:30am
Page 1 of 2
Technician: Francisco Calvillo
Technician
Report Distribution:
(1] Lincoln Prof~erty Co.
{1) BUTL~ CONS flUC~ON INCOflP.
ll) BROCK~A~DR~E, INC.
ll) THE CI~ OF CO.ELL
{1) THE Cl~ OF COPPE~
ll) O'8RIEN ASSOCIATES, INC.
im Tach. Southwestern Labs
75 Lone Star Dr. P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
605034
'8
1/22/97
Lgoing
19/97
,n site as
,ed report for
~e~cten' · . . .
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Manager
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TECHNOLOGIES INC
LINCOLN PROPERTY COMPANY
Project N~:0903605034
Service Date,:05~22~97
2575 Lone Star Drive · P.O. Box 224227 · Della
(214) 631-2700 · Fax (214} 920-18~
DRH.LED PIER INSPECTION
(STRAIGHT SHAFT)
Texas 75222
Report N": 117178
Page 2 of 2
NOTE: SEE REPORT # 117179 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
· ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
· · ELEVATION BY OTHERS
TIME: 7:30 A.M. TO 11:30 A.M.
Our letter, and report, ara for the exclusive u~8 of the client to whom they are addreesed and ah,al not be repredt ced except in fuji without the
approve/of the te~tJng laboratory. The u~e of our name rnu~ ree~ve prior written approvel of Maxim TeChnelogh e, Inc. Lettare and report, apply
only to the temple te~ted and/or in~peoted and are not indicative of the quantity of apparently identical Or similar ~roduot~.
Pier identification J4.5
Pier diameter(in)/Type 24
Depth of pier from surface(ft) 40.3
Depth of bearing stratum from surface(fO 32.3
Required penetration(fO 6.0
Actual penetration(fO · 8.0
Condition of bottom(wet/dry) dry
Plumb within tolerance(yes/no) yes
Casing diameter(in)/Length(ft) 28/1 5
# of bars/Reinforcing bar size(#) 6/#5
Length of reinforcing steel(ft) 40.0
Time drilling was completed(am/pm) 9:50am
Time concrete was placed(am/pm} 10:25am
Depth of pier from top of concrete(fO 39.3
Elevation: Top of Pier 98.0
Elevation: Bottom of Pier (ft} 58.7
Elevation: Top of Bearing Stratum (ft) 66.7
Bearing Sratum (description) i Gray shale.
Date Drilled:OS/22/97***OBSERVATION OF DRILLEI} FOUNDATION CONSTRUCTION***