Northlake 635(2)-LR 970205 (2)TECHNOLOGIES INC
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. & BELTLINE RD.
COPPELL, TX
PROJECT NO.: 090
REPORT NO.: 1114
DATE OF SERVICE:
AUTHORIZATION:
REPORT DATE: 2/~
Perform Drilled Pier Inspection.
REPORT OF INSPECTION
On this date, a Maxim Technologies representative arrived~
scheduled to perform a Drilled Pier Inspection. See attach,
results of the inspection.
Time: 7:00 am - 4:30 pm
Technician: Abdullah Ethem
Technician
Report Distribution:
MAXIM_XE~
(1) Lincoln Property Co.
(1) BUTLER CO#STRUCTZO#
(1) BR~KETT DAVZS O~KE,
1099 ~ O~ I~
fdl wi~
~y
im Tach. · Southwestern Labs
75 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214} 631-2700
FAX: (214) 920-1891
605034
~5
L/22/97
]S/97
~n site as
~d report for the
LABS
[Bx~cken, B.S. Ch.E.
coject Manager
=ed except in
i~millr p~eductl.
TECHIIGL081 ES INC
LINCOLN PROPERTY CO.
Project Na:0903605034
Service Date: 1/22/97
2575 Lone Star Drive · P.O. Box 224227 * Dalla~ Texas 75222
(214) 631-2700 · Fax (214} 920-18.¢
DRII.LED PII~R INSPECTION
(STRAIGHT SHAFT)
Report N°: 111465
Page 2 of 3
Date Drilled: 1/22/97***OBSERVATION OF DRII.LI~',r~ FOUNDATION CO ~STRUCTION***
Pier identification c/7.0 c.5/7.0 E.2/3.9 · E.214.1® E.2/E.1e E.3/3.9
Pier diameter(in) 24 24 18 18 18 18
Depth of pier from surface(ft) 33.5 33.0 24.6 28.2 28.7 28.4
Depth bearing stratum from surface(ft) 27.5 26.5 20.8 20.7 22.2 21.7
Required penetration(ft) 6.0 6.0 6.0 6.0 6.0 6.0
Actual penetration(ft)* 6.0 6.5 6.8 7.5 6.5 6.7
Condition of bottom(wet/dry) WET WET* DRY DRY DRY DRY
Plumb within tolerance(yes/no) YES YES YES YES YES YES
Casing diameter (in)/Casing length (ft) 3o115.o 3o115.o NIA NIA NIA N/A
// of bars/Reinforcing bar size(//) 6///6 6/#6 4///5 41//5 4///5 41//5
Length of reinforcing steel(ft) 30.5 30.0 27.0 27.8 28.0 27.3
Time drilling was completed(am/pm) 9:40a 11:10a 8:50a 8:30a 9:15a 12:20p
Time concrete was placed(am/pm) 9:55a 2:15p 9:00a g: 10a 10:30a 12:50
Depth of pier from top of concrete(ft) 31.0 30.5 27.6 28.2 28.7 27.9
Elevation:Top of pier (ft)** 95.5 95.5 96.0 96.0 96.0 96.0
Elevation:Bottom pier (ft)** 64.5 65.0 68.4 67.8 67.3 68.1
Elevation: Top of bearing stratum(ft)** 70,5 71.5 75.2 75.3 73.8 74.8
Bearing stratum (Description) DARK GRAY SHALE
~iOTE: SEE REPORT # 1 1 1466 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
* ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
* * ELEVATION BY OTHERS
TIME: 7:00 A.M. TO 4:30 P.M.
· RAMP
*DRILLED COMPLETED AT 11:00 AM REDRILLED AT 2:00 PM FOR DRAIN 3' WATER
Our lette~ and reporcs are for the exclusive use of the client to whom they are addreeeed and shall not be reproduced excel
laboratory. The u~e of our name must receive prior written approval of Maxim Technologiee, Ina. Lettem and report~ apply
end are not indicative of the quentity of apparently identical or similar products.
< in full without the approval of the te~ting
only to the eample teeted and/or in.pected
TEeN II I)LOII E,S
LINCOLN PROPERTY CO.
Project N~:0903605034
Service Date: 1/22/97
2575 Lone Star Ddve · P.O. Box 224227 · Dali, l, Texa. 75222
(214) 631-2700 · Fax (214) 920-15',)1
DRILLED pIF~R INSPECTION
(STRAIGHT SHAFT)
Report N~: 111465
Page 3 of 3
Date Drilled: 1/22/97***OBSERVATION OF DRILLED FOUNDATION CC,NSTRUCTION***.
Pier identification E314.1 · E.314.9 · E.3/5.1 AJe.4 A.518.9 AJ1.0
Pier diameter(in} 18 18 18 24 18 24
Depth of pier from surface(ft) 28.3 27.4 28.2 35.4 34.5 34.5
Depth bearing stratum from surface(ft) 21.3 20.2 21.4 28.8 28.2 28.0
Required penetration(ft} 6.0 6.0 6.0 6.0 6.0 6.0
Actual penetration(ft)' 7.0 7.2 6.8 6.6 6.3 6.5
Condition of bottom(wet/dry) DRY DRY DRY DRY DRY DRY
Plumb within tolerance(yes/no} YES YES YES YES YES YES
# of bars/Reinforcing bar size(#) 4/#5 4/#5 4/#5 6/86 41#5 61#6
Length of reinforcing steel(ft) 27.2 26.4 27.0 33.4 32.0 32.0
Time drilling was completed(am/pm) 12:30p 12:50p 1:20p ,12:25p 1:50p 1:40p
Time concrete was placed(am/pm) 1:00p 1:15p 1:30p 2:55p 3:20p 3:30p
Depth of pier from top of concrete(ft) 27.8 26.9 27.7 33.9 33.0 33.0
Elevation:Top of pier (ft) ° ° 96.0 96.0 96.0 98.0 98.0 98.0
Elevation:Bottom pier (ft)' ' 68.2 69.1 68.3 64.1 65.0 65.0
Elevation: Top of bearing stratum(ft)** 75.2 76.3 75.1 70.7 71.3 71.5
Bearing stratum (Description) DARK GRAY SHALE
~OTE: SEE REPORT # 111466 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
TIME:
ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
ELEVATION BY OTHERS
7:00 A.M. TO 4:30 P.M.
RAMP
Our lettem and report~ are for the exclusive use of the client to whom they are eddrmed and shall not be reproduced excel
I-horatory. The uee of our name mu~t receive prior written approval of Maxim Technclogie~, Inc. Lattem and reporte apply
and are not indicative of the quantity of apparently identical or similar producte.
· in full without the approval of the tearing
only to the sample teatod end/or inepected