Northlake 635(2)-LR 970122 (3)Max
25
TECHNOLOGIES INC
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.: 0902
REPORT NO.: 1110~
DATE OF SERVICE:
AUTHORIZATION:
REPORT DATE: 1/
Perform Drilled Pier Inspection.
REPORT OF INSPECTION
On this date, a Maxim Technologies representative performe.
Inspection. The result of this inspection is attached.
Time: 8:00 am - 5:00 pm
Technician: Abdullah Ethem
Technician
Report Distribution: (1) LincoLn Property Co.
(1) BUTLER CONSTRUCT[OH ItlCORP.
(1) BROCKETT DAVIS DRAKE,
1099 FR O~ ~ ~
~ ~y tO t~
[m Tech. ·Southwestem Labs
75 Lone Star Dr. · P.O. Box 224227
Dallae, Texae 75222
Telephone: (214) 631-2700
FAX: (214) 920-1881
605034
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~/1~/97
[2/97
a Drilled Pier
LABS
: ~acken, B.S. Ch.E.
roject Manager
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TECHNOLOGIES INC
LINCOLN PROPERTY CO.
Project N°:0903605034
Service Date: 1/15/97
2575 Lone Star Drive * P.O. Box 224227 * Della I, Texas 75222
(214) 631-2700 4, Fax (214) 920-18111
DRILLED P1F~R INSPECTION
(STRAIGHT SHAFT)
Report N": 111094
Page 2 of 4
Date Drilled: 1~15~97***OBSERVATION OF DI~II.LED FOUNDATION C()NSTRUCTION***
Pier identification D/6,0 D/5,0 D/4,0 DI3,0 C/6,0 C/5,0
Pier diameter(in) 24 24 24 24 24 24
Depth of pier from surface(ft) 33,4 34,3 33,0 33,0 34,4 33,0
Depth bearing stratum from surface(ft) 27,0 28,0 26,5 26,5 28,0 27,0
Required penetration(ft) 6,0 6,0 6,0 6,0 6,0 6,0
Actual penetration(ft)* 6,4 6,3 6,5 6,5 6,4 6,0
Condition of bottom(wet/dry) DRY DRY DRY DRY DRY DRY
Plumb within tolerance(yeslno} YES YES YES YES YES YES
# of bars/Reinforcing bar size(//) 6///6 6/#6 6/#6 6///6 6/#6 61#6
Length of reinforcing steel(ft) 32,5 33,4 32,0 32,0 33,5 32,0
Time drilling was completed(am/pm) 1:10p 12:30p 3:35p 2:30p 11:35p 12:00p
Time concrete was placed(am/pm) 1:35p 12:45p 3:50p 3:00p 11:45a 12:15p
Depth of pier from top of concrete(ft) 32,9 33,8 32,5 32,5 .33,9 32,5
Elevation:Top of pier (ft)** 99,0 99,0 99,0 99,0 99,0 99,0
Elevation:Bottom pier (ft)* * 66,1 65,2 66,5 66,5 65,1 66,5
Elevation: Top of bearing stratum(ft)** 72,5 71,5 73,0 73,0 71,5 72,5
Bearing stratum (Description) GRAY SHALE
NOTE:
TIME:
SEE REPORT # 111078 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED,
ELEVATION BY OTHERS
8:00 A,M, TO 5:00 PM
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced exce
laboratory. The use of our name must receive prior written approval of Maxim Technologies, Inc. Letter. and reports appl3
and are not indicative of the quantity of apparently identical or similar products.
)t in full without the approval of the testing
only to the sample tested and/or inspected
TECNN OLOI~IES lng
LINCOLN PROPERTY CO.
Project Na:0903605034
Service Date: 1/15/97
2575 Lone Star Drive s P.O. Box 224227 * Dalla B, Texas 75222
{214} 631-2700 * Fax (214) 920-18~11
DRILLED PIER INSPECTION
(STRAIGHT SHAFT)
Report Na: 111094
Page 3 of 4
Date Drilled: 1/15/97***OBSERVATION OF DRILLED FOUNDATION CC NSTRUCTION***
Pier identification C/4.0 C/3.0 C/2.0 BI6.0 BI4.0 BI3.0
Pier diameter(in) 24 24 24 24 24 24
Depth of pier from surface(ft) 33.3 33.7 35.8 34.0 34.8 36.9
Depth bearing strtum from surface(ft) 27.0 27.5 28.5 28.0 28.0 30.0
Required penetration(ft) 6.0 6.0 6.0 6.0 6.0 6.0
Actual penetration(ft)° 6.3 6.2 7.3 6.0 6.8 6.9
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(//) 6///6 6///6 61//6 6///6 6///6 6///6
Length of reinforcing steel(ft) 32.5 32.5 34.7 35.0 33.7 35.8
Time drilling was completed(am/pm) 3:10p 3:25p 2:30p 11:10a 12:35p 1:15p
Time concrete was placed(am/pm) 3:30p 3:40p 3:00p 11:55a 12:50p 2:00p
Depth of pier from top of concrete(ft) 32.8 33.2 35.3 33.5 34.3 36.4
Elevation:Top of pier (ft)** 99.0 99.0 99.0 99.0 99.0 99.0
Elevation:Bottom pier Cfr)* * 66.2 65.8 63.7 65.5 64.7 62.6
Elevation:Top of bearing stratum (ft)** 72.5 72.0 71.0 71.6 71.5 69.5
Bearing stratum (Description) GRAY SHALE
NOTE:
TIME:
SEE REPORT # 111078 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
ELEVATION BY OTHERS
8:00 A.M. TO 5:00 PM
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced exc~
laboratory. The use of our name must receive prior written approval of Maxim Technologies. Inc. Letters end report8 eppi~
and are not indicative of the quantity of apparently identical or similar products.
pt in full without the approval of the testing
only to the sample te~ted end/or inspected
TECNIIOLOGIEJ I#C
LINCOLN PROPERTY CO.
Project N°:0903605034
Service Date: 1/15/97
2575 Lone Star Drive · P.O. Box 224227 · Dalla I, Taxa8 75222
(214}.631-2700 · Fax (214) 920-18~tl
DRH~LED PIER INSPECTION
(STRAIGHT SHAFT)
Report N°: 111094
Page 4 of 4
Date Drilled: lI15/97***OBSERVATION OF DRILLED FOUNDATION C()NSTRUCTION***
Pier identification BI2.0
Pier diameter(in) 24
Del3th of pier from surface(ft) 36.1
Depth bearing stratum from surface(fO 30.0
Required penetration(ft) 6.0
Actual penetration(ft)* 6.1
Condition of bottom(wet/dry) DRY
Plumb within tolerance(yes/no) YES
# of bars/Reinforcing bar size(//) 6/#6
Length of reinforcing steel(ft) 35.0
Time drilling was completed(am/pm) 4:35p
4:40p
Time concrete was placed(am/pm)
Depth of pier from top of concrete(ft) 35.6
Elevation:Top of pier (ft)°' 99.0
Elevation:Bottom pier (ft)'' 63.4
Elevation: Top of bearing stratum(ft)* · 69.5
Bearing stratum (Description) GRAY SHALE
NOTE: SEE REPORT # 111078 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
· ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
· · ELEVATION BY OTHERS
TIME: 8:00 A.M. TO 5:00 PM
Our lattem and reports are for the exclusive use of the client to whom they are addressed and shall not ba reproduced exc,
laboratory. The use of our name must receive prior written approval of Maxim Technologies, Inc. Lettem and raport~ appl
and are not indicative of the quantity of apparently identical or similar products.
~pt in full without the approval of the te~ting
f only to the sarnole teated and/or inspected