Northlake 635(2)-LR 970509 (2)TECHNOLOGIES INC
Maxi
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.: 1162:
DATE OF SERVICE: !
AUTHORIZATION:
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:7:00am to 9:30am
2:00pm to 4:30pm
Page 1 of 3
Technician: Rusty Bowers
Technician
Report Distribution:
~) u.¢o,..,o,~.m, co. MAXIM TFCMAXIM T C
(1) BUTLER CONSTRUC~ON INCORP. '-'- ---'~
(1) 8ROCK~-OAVIS-DR~E, INC.
(1) THE CI~ OF COPPE~
(1) THE CI~ OF COPPELL
I1) O'BRIEN A~OCIATES, INC.
(1) A.E.C.C.
O~ le~e~ ~ repo~ ~e f~ ~ ~ive ~ of t~ ~ to w~ ~y ~e ~dr~ ~ ~1 ~t ~
full withM t~ epprova of t~ t~ti~ laborat~. T~ ~ of o~ n~e m~t r~eive ~ wri~ reprove. O~ le
109~ JS ~ply ~y tO t~ ~ t~t~ ~/~ i~ct~, ~ ~e ~t i~icltive of t~ ~u~tit~ of ~tly ~i~ ~ ~
Tech. Southwestern Labs
Lone Star Dr. P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
605034
'9
1/05/97
~going
19/97
~n site as
~ed report for
~a~ken, B.S. Ch.E.
3ject Manager
ed except in
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imil~r
TECHNOLOGIES INC
LINCOLN PROPERTY CO.
Project N~:0903605034
Service Date:05/05/97
2575 Lone Star Drive · P.O. Box 224227 · Dallas, Texas 75222
(214) 631-2700 * Fax (214) 920-1891
DRH_,LED PIER INSPECTION
(STRAIGHT SHAFT)
Report Nh: 116279
Page 2 of 3
Date Drilled:05/05/97***OBSERVATION OF DRILLED FOUNDATION ;TRUCTION***
!
Pier identification A-7.5 A-7.0 A-6.0 ~-6.5 A-5.5
Pier diameter(in) 24 24 24!4 24
Depth of pier from surface(ft) 35.2 35.5 35.0 5.5 37.2
Depth of bearing stratum from surface(ft) 28.7 28.5 28.0 8.5 30.9
Required penetration(ft) 6.0 6.0 6.0 O 6.0
Actual penetration(ft) · 6.5 7.0 7.0~ 6.3
Condition of bottom(wet/dry) Dry Dry Dry Trace water
Plumb within tolerance(yes/no) Yes Yes Yes '1res Yes
// of bars/Reinforcing bar size(//) 6/#6 61#6 61//6t~1//6 6///6
Length of reinforcing steel(ft) 34.0 34.3 33.7 74.3 35.4
Time drilling was completed(am/pm) 10:45AM 10:20AM 12:50PM~2:15PM 3:20PM
Time concrete was placed(am/pm) 10:50AM 10:25AM 12:55PM ~2:20PM 3:32PM
Depth of pier from top of concrete(ft) 34.2 34.5 34.0 4.5 35.9
Elevation:Surface (ft) · · 99.5 99.5 99.5 9.5 99.8
Elevation:Top of pier (ft)** 98.5 98.5 98.5 8.5 98.5
Elevation:Bottom pier (ft}** 64.3 64.0 64.5 4.0 62.6
Elevation:Top of bearing stratum(ft)* · 70.8 71.0 71.5 1.0 68.9
Bearing stratum (Description) Dark Gray Unweathered Shale
NOTE:
SEE REPORT # 116278 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
ELEVATION BY OTHERS
Our letter, and report, are for the exclusive u~e of the client to whom they are addressed and shall not be re~redt
approval of the te~ting laboratory. The tree of our name mu~t receive prior written approval of Maxim Technologi~
only to the eample teeted and/or ir~pected and are not indicative of the quantity of eppar~tly identical or similar
ced except in full without the
s, Inc. Lattem and rer. xt. apply
~nduct~.
TECHNOLOGIES INC
LINCOLN PROPERTY CO.
Project N~:0903605034
Service Date:05/05/97
2575 Lone Star Drive · P.O. Box 224227 · Dalla=~ Texe. 75222
·
(214} 631-2700 · Fax (214) 920-18.c,1
DRILLED PIER INSPECTION
(STRAIGHT SHAFT)
Report N°: 116279
Page 3 of 3
Date Drilled:05/05/97***OBSERVATION OF DRILLED FOUNDATION
Pier identification
Pier diameter(in)
Depth of pier from surface(ft)
Depth of bearing stratum from surface(fO
Required penetration(ft)
Actual penetration(ft) °
Condition of bottom(wet/dry)
Plumb within tolerance(yes/no)
# of bars/Reinforcing bar size(g)
Length of reinforcing steel(ft)
Time drilling was completed(am/pm)
Time concrete was placed(am/pm)
Depth of pier from top of concrete(ft)
Elevation:Surface (ft)* *
Elevation:Top of pier (ft)* *
Elevation:Bottom pier (ft)**
Elevation:Top of bearing stratum(ft)**
Bearing stratum (Description)
CONSTRUCTION***
Unweathered Shale
NOTE: SEE REPORT # 116278 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
ELEVATION BY OTHERS
Our lottem and report~ are for the exclusive u~® of the client to whom they are addre~aed and ~hcll not be rel~rodu
approva~ of the te~ting laboratory. The u=e of our name mu~t receive I~'ior written approval of Maxim Technologia
only to the 8ample te~ted and/ur inapected and are not indicative of the quantity of apparantJy identicM or lirnilar
except ~n full without the
In~. Let'tam and report.