Northlake 635(2)-LR 970131TECHNOLOGIES INC
Max
CLIENT:
PROJECT:
SERVICES:
REPORT OF
DRILLED PIER INSPECTION
Lincoln Property Co.
500 N. AKARD, SUITE 300
ATTN: LARRY MOON
Dallas, TX 75201
COPPELL BUSINESS CENTER
WRANGLER DR. & BELTLINE RD.
COPPELL, TX
PROJECT NO.: 0903
REPORT NO.: 1119:
DATE OF SERVICE:
AUTHORIZATION:
REPORT DATE: 1/
Perform Drilled Pier Inspection.
REPORT OF INSPECTION
On this date, Maxim Technologies representative arrived on
to perform a Pier Inspection on the aboved referenced proj;
for details).
Technician Time: 6:30am to 6:00~xn
Technician: Abdullah Ethem
Technician
Report Distribution: MAXIM TEC:
(1) LincoLn Property Co.
(1) BUTLER CO~STRUCTZOM ]NCORP.
(~) BROCI(ETT-DAVTS-DRAKE, ZNC.
(1) THE CZTY OF COPPELL
(1) THE CZTY OF COPPELL
1090 DY
Our lette~ ~nd rm ~ for the ex-tu~ve u~e of the ~ to whom they ~re ~ddrem~l and ~ nNwodu~
fu#
~y ~ to h I~ t~ ~ ;~. ~ ~ ~t i~ic~l ~ ~ q~ti ~ ~y ~i~ ~ i
im Tach. ·Southwestem Labs'
75 Lone Star Dr. · P.O. Box 224227
D~lai, Taxaa 75222
TaJephone: (214} 631-2700
FAX: (214} 920-1891
605034
./30/97
ll/97
site as schedule
~ct (see attached
TERN LABS
· 1 excml)~ in
w~ 4nd re~)c~m
r~ilar i~oduc~.
TICHNOLOelES INC
Lincoln Property Company
Project Na: 0903605034
Service Date: 01/30/97
2575 Lone Star Ddve · P.O. Box 224227 · Della;
(214) 631-2700 · Fax (214) 920-18f
DRILI.]~ ~ INsPEcTION
(STRAIGHT SHAFt)
Taxes 75222
Report N": 111931
Page 2 of 4
Date Drilled: 1/30/97***OBSERVATION OF DIIII.LI~ FOUNDATION CONSTRUCTION***
Pier identification D/9.0 D.5/9.0 E/9.0 E.5/9.0 F/6.9 F/7.7 F/8.4
Pier diameter{in)/l'ype 24 24 24 24 24 24 24
Depth of pier from surface(ft) 30.7 29.5 30.7 29.9 31.0 31.2 31.3
Depth bearing stratum from surface(ft) 22.3 22.5 22.6 22.9 25.0 25.0 25.0
Required penetration(ft) 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Actual penetration(ft) · 8.4 7.0 8.1 7.0 6.0 6.2 6.3
Condition of bottom(wet/dry) dry dry dry dry dry dry dry
Plumb within tolerance(yes/no) yes yes yes yes yes yes yes
Casing diameter(in)/Length(ft) n/a n/a n/a n/a n/a n/a n/a
# of bars/Reinforcing bar size(//) 6/6 6/6 6/6 6/6 6/6 6/6 6/6
Length of reinforcing steel(ft) ~'w,~ ~ 28.3 30.0 29.5 30.7 30.5 30.5
Time drilling was completed(am/pm) 8:30a 8:55a 9:15a 9:40a 9:30a 9:55a 10:30a
Time concrete was placed(am/pm} 9:00a 9:10a 9:25a 9:50a 9:40a 10:10a 10:40a
Depth of pier from top of concrete(ft) 30.7 29.5 30.7 29.9 31.0 31.0 31.0
Elevation:Top of pier {ft)** 95.5 95.5 95.5 95.5 95.5 95.5 95.5
Elevation:Bottom pier (ft)* · 64.8 66.0 64.8 65.6 64.5 64.5 64.5
Elevation:Top of bearing stratum(ft)** 73.2 73.0 72.9 72.6 70.5 70.5 70.5
Bearing stratum (Description) Dark gray shale.
NOTE: SEE REPORT # 111932 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
· ADDmONAL PENETRATION NOT REQUESTED UNLESS NOTED.
· * ELEVATION BY OTHERS
TIME: 6:30 A.M. TO 6:00 P.M.
Our lettm ~ repm~ ~re fo~ the exduelve ,me of the dient to wh(~ tfmy are mddrmed and ~idi no{ be re~'odt ~ exoe~t in fu# without
· emovd d the ta~ine labmitary. The uae of our name nluet receive ~ written ,emovd of Mexlm Tedv~egil., In,. Lettem and rel~mltS
a~N to the sarn~B tNted andlm' ineeeeted and are ne~ ~ d the quantiW d q~arently id4ntlod m' ~'nilar ~oclu~.
TICHMOLOIIIS
Lincoln Property Company
Project Nh: 0903605034
Service Date: 01/30/97
2575 Lone Stsr D~ve · P.O. Box 224227 · Dells
(214) 631-2700 * Fmc (214) 920-18t
DI~II.I.I~D PIER INSPECTION
(STRAIGHT SHAFD
~, Texl8 75222
Report N°: 111931
Page 3 of 4
Date Drilled: 1/30/97***OBSERVATION OF DIHIJ.ED FOUNDATION CONSTRUCTION***
Pier identification F/9.0 B.5/1.0 C/1.0 C.5/1.0 D/1.0 D.5/1.0 E/1.0
Pier diameter(in)/Type 24 24 24 24 24 24 24
Depth of pier from surface(ft) 30.7 34.0 34.3 31.4 30.7 31.0 30.5
Depth bearing stratum from surface(ft) 24.5 27.8 28,0 25.0 24.0 23.4 23.0
Required penetration(ft) 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Actual penetration(ft) * 6.2 6.2 6.3 6.4 6.7 7.6 7.5
Condition of bottom(wet/dry) wet wet wet wet dry dry dry
Plumb within tolerance(yes/no) yes yes yes yes yes yes yes
Casing diameter(in)/Length(ft) n/a n/a nla n/a n/a n/a n/a
# of bars/Reinforcing bar size(#) 616 6/6 6/6 6/6 6/6 6/6 6/6
Length of reinforcing steel{ft) 29.8 33.0 33.4 30.3 29.8 30.5 29.0
Time drilling was completed(am/pm) 1 :OOp 1:25p 1:45p 2:05p 2:30p 12:40p 1:05p
Time concrete was placed(am/pm) 1:30pm 1:40p 1:55p , 2:30p 2:45p l:00p 1:15p
Depth of pier from top of concrete(ft) 30.2 33.5 33.8 30.9 30.2 30.5 30.0
Elevation:Top of pier (ft)** 95.5 95.5 95.5 95.5 95.5 95.5 95.5
Bevation:Bottom pier (ft)** 65.3 62.0 61.7 64.6 65.3 65.0 65.5
Elevation:Top of bearing stratum(ft)** 71.5 68.2 68.0 71.0 72.0 72.6 72.5
Bearing stratum (Description) Dark gray shale.
NOTE: SEE REPORT # 111932 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
· ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
· · ELEVATION BY OTHERS
TIME: 6:30 A.M. TO 6:00 P.M.
Out lettem and ra~x~ are fat Ibe exdueive we of the client to whm~ they are addrmed and ~ not be reproc ~ except in full without the
aeprovid of the testing Id:K~erf. The uee of our name nlU~t rec~ve p~at written apfxov-J of Maxim Te~,moiog ~ ira:. Lettem and reeatta aENdy
only to the ..mele teated and/at inal~ctecl and are ne~ indic~ive of the quantity of .eeatently id.fltical at simiim xoduct..
TICHNOLOSIES
Lincoln Property Company
Project Na: 0903605034
Service Date: 01/30/97
Date Drilled:
2575 Lone Stac Drive -. P.O. Box 224227 · Detb
(214) 831-2700 · P~x (214) 920-18
DRHJ.~D PrER INSPECTION
(STRAIGHT SHAFT)
1/30/97***OBSERVATION OF DRILLED FOUNDATION
s, Texne 75222
al
Repon Na: 111931
Pa~e 4 of 4
CONSTRUCTION***
Pier identification A.7/1.0 BI1.0 E.5/1.0
Pier diameter(in)/Type 24 24 24
Depth of pier from surface(ft) 36.0 34.7 29.8
Depth bearing stratum from surface(ft) 28.3 28.0 23.5
Required penetrafion(ft} 6.0 6.0 6.0
Actual penetration(ft) ' 7.7 6.7 6.3
Condition of bottom(wet/dry) dry dry wet 3' water
Plumb within tolerance(yes/no) yes yes yes
Casing diameter(in)/Length(ft) n/a n/a n/a
# of bars/Reinforcing bar size(//) 6/6 6/6 6/6
Length of reinforcing steel(ft) 36.0 33.7 28.8
Time drilling was completed(am/pm) 3:30p 3:20p 3:00p
Time concrete was placed(am/pm) 4:20pm 4:3~p 4:10p
Depth of pier from top of concrete(ft) 36.0 34.2 29.3
Elevation:Top of pier (ft)' * 98.0 95.5 95.5
Elevation:Bottom pier (ft)° ® 62.0 61.3 66.2
Elevation:Top of bearing stratum(H)'' 69.7 68.0 72.5
Bearing stratum (Description) Dark gray shale.
NOTE: SEE REPORT # 111932 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
TIME:
ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
ELEVATION BY OTHERS
6:30 A.M. TO 6:00 P.M.
Our letters and repor~ are for the exdueive uae of the client to whom they are addreeeed a~l shall not be reprod
al~xovid of the testing laberatmy. The uee of our name muat receive ixier written a~xovd of Maxim Te4dv~ogi
only to the ~ teeted .nd/or inepectKI 8ncl are not indicative a4 the quanti~ of ap~mrently ~ or 81r,~lar