Northlake 635(2)-LR 970508 (5)TECHNOLOGIES INC
Maxir
257
REPORT OF
DRILLED PIER INSPECTION
CLIENT: Lincoln Property Co.
500 N. AKARD, SUITE 3300
ATTN: LARRY MOON
Dallas, TX 75201
PROJECT:
COPPELL BUSINESS CENTER
WRANGLER DR AND BELTLINE RD
COPPELL TX
PROJECT NO.: 0903(
REPORT NO.: 11608
DATE OF SERVICE: 5
AUTHORIZATION: Onl
REPORT DATE: 5/0;
SERVICES: Perform Drilled Pier Inspection.
REPORT OF INSPECTION
On this date, a Maxim Technologies representative arrived o:
scheduled to perform a Drilled Pier Inspection. See attach,
results of the inspection.
Technician Time: 7:00am to 5:30pm
Page 1 of 4
Technician: Rusty Bowers
Technician
Report Distribution:
1) Lincoln Property Co.
{1) BUTLER CONSTRUCT ON INCORP.
(1) BROCKETT-DAVlS-DRAKE, INC.
(1) THE CITY OF COPPELL
(1) THE CITY OF COPPELL
{1) O'8RIEN ASSOCIATES, INC.
ll ) A.E.C.C.
1099 DY
Tech. Southwestern Labs
Lone Star Dr. P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
LABS
)5034
L
/01/97
~oing
3/9?
~ .... ~ ~r~.ject Manager
1
% site as
ed report for
Ch.E.
TECHNOLOGIES iNC
LINCOLN PROPERTY COMPANY
Project N~:0903605034
Service Date:5/01/97
2575 Lone Star Drive · P.O. Box 224227 · Dallas, Texas 75222
(214) 631-2700 · Fax (214) 920-1891
DRILLED PIER INSPECTION
(STRAIGHT SHAFt)
Report N*: 116081
Page 2 of 4
Date Drilled:5/O1/97***OBSERVATION OF DRILLED FOUNDATION C DNSTRUCTION***
/
Pier identification A.2/8.5 A.2/8.8 A.3/8.9 1~.5/9 Fl9
Pier diameter(in)/Type 18 18 18t4 24
Depth of pier from surface(fO 37.7 37.8 37.5 5.0 35.0
Depth of bearing stratum from surface(fO 31.1 31.1 31.2 8.5 28.5
Required penetration(ft) 6.0 6.0 6.0 O 6.0
Actual penetration(ft) · 6.6 6.7 6.3 ·: 6.5
Condition of bottom(wet/dry) dry dry dry dry
Plumb within tolerance(yes/no) yes yes yes yes yes
Casing diameter(in)/Length(ft) N/R N/R N/R; /R N/R
//of bars/Reinforcing bar size{//)
Length of reinforcing steel(ft) 35.7 36.0 35.7 :~4.1 34.2
Time drilling was completed(am/pm} 10:18am 11:07am 11:43am~0:48am 12:56pm
Time concrete was placed(am/pm) 10:33am 11:20am 1:20pm ~l:00am 1:04pm
Depth of pier from top of concrete(ft) 36.2 36.5 36.2 4.6 34.7
/
Elevation:Top of Pier (ft} 99.5 99.3 99.3 5.9 95.8
Elevation:Top of pier {ft)· · 98.0 98.0 98.0 5.5 95.5
Elevation:Bottom pier {ft) · · 61.8 61.5 61.8 0.9 60.8
Elevation:Top of bearing stratum(ft)·· 68.4 68.2 68.1 7.4 67.3
Bearing stratum (Description) Dark gray unweathered shale.
NOTE:
TIME:
SEE REPORT # 116082 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
ELEVATION BY OTHERS
7:00 A.M. TO 5:30 P.M.
Our letter~ end reports are for the exclusive tm* of the client to whom they are addra~ed and aha# not be re~'odt
approval of the te~ting laboratory. The use of our name must receive prior written approval of Maxim Technologi~
only to the sample te~ted end/or inspected and are not indicative of the quantity of apparently identical or eim~lar
ced except in full without the
=, Inc. La<tm'= and report~ apply
)roduct~.
TICHNOLOGIES INC
2575 Lone Star Drive * P.O. Box 224227 * Dallas
(214) 631-2700 * Fax (214) 920-189
LINCOLN PROPERTY COMPANY
Project Nn:0~036050~a
Service Date:5/01/97
75222
Report Na: 116081
Page 3 of 4
DRILLED PW_,R INSPECTION
(STRAIGHT SHAFT)
Date Drilled:5/01/97***OBSERVATION OF DRILLED FOUNDATION '.ONSTRUCTION***
Pier identification A.5/8.9 E.519 C.4/9 D/9
Pier diameter(in)/Type 18 24 24 24
Depth of pier from surface(ft) 37.3 31.6 35.9 33.9
Depth of bearing stratum from surface(ft) 31.0 25.6 29.6 27.6
Required penetration(ft) 6.0 6.0 6.0 6.0
Actual penetration(ft) * 6.3 6.0 6.3 6.3
Condition of bottom(wet/dry) dry dry dry dry
Plumb within tolerance(yes/no) yes yes yes yes
Casing diameter(in)/Length(ft) N/R N/R N/R NIR
# of bars/Reinforcing bar size(#) 4/#5 6/#6 6/#6 6/#6
Length of reinforcing steel(ft) 35.7 30.7 35.2 33.2
Time drilling was completed(am/pm) 1:16pm 1:48pm 2:45pm 3:26pm
Time concrete was placed(am/pm) 1:30pm 1:57pm 2:54pm 3:40pm
Depth of pier from top of concrete{ft) 36.2 31.4 35.7 33.7
Elevation:Top of Pier (ft) 99.1 95.7 95.7 95.7
Elevation:Top of pier (ft)** 98.0 95.5 95.5 95.5
Elevation:Bottom pier (ft)* * 61.8 64.1 59.8 61.8
Elevation:Top of bearing stratum(ft)* * 68.1 70.1 66.1 68.1
Bearing stratum (Description) Dark gray unweathered shale.
NOTE:
TIME:
SEE REPORT # 116082 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
ELEVATION BY OTHERS
7:00 A.M. TO 5:30 P.M.
Our letters and reports are for the exclusive use of the client to whom they ara addressed and shall not
approval of the testing laboratory. The ~se of our name must receive prior written approval
only to the sample tested and/or inspected and are not indicative of the quantity of apparently identical or
except in full without the
es, Inc. Letters and reports apply
TECHNOLOGIES INC
LINCOLN PROPERTY COMPANY
Project N~:0903605034
Service Date:5/01/97
2575 Lone Star Drive * P.O. Box 224227 * Dallas
(214) 631-2700 · Fax (214) 920-189
DRILLED PIER INSPECTION
(STRAIGHT SHAFT)
Texas 75222
Report Na: 116081
Page 4 of 4
Date Drilled:5/Ol/97***OBSERVATION OF DRILLED FOUNDATION
Pier identification
Pier diameter(in)/Type
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)
Casing diameter(in)/Length(ft)
# of bars/Reinforcing bar size(#)
Length of reinforcing steel(fO
Time drilling was completed(am/pm)
Time concrete was placed(am/pm)
Depth of pier from top of concrete(ft)
Elevation:Top of Pier (ft)
Elevation:Top of pier (ft)**
Elevation:Bottom pier (ft)° °
Elevation:Top of bearing stratum(ft)°e
Bearing stratum (Description)
NOTE: SEE REPORT # 116082 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
TIME:
ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
ELEVATION BY OTHERS
7:00 A.M. TO 5:30 P.M.
Our lattem a~d repor~ are for the exclusive use of the client to whom they me addrea~ed and shall not be repro
,pprov& of the t.ting laboratory. The use of our name must receive prior writtefl aoproval .of .M. ax!m ,Tech.nol.?
only to the eannple teated and/or inspected and are not indicative of the quantity of apparefltly ~aentJc'~ or aa'naa
:ONSTRUCTION***
iray unweathered shale.
]uced except in full without the
Inc. Lettem and report8 al)ply
producta.