Northlake 635(2)-LR 970522 (6)Maxi
25*
TECHNOLOGIES IN¢
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,: 1168c.
DATE OF SERVICE:
AUTHORIZATION:
REPORT DATE: 5/2
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-5:00pm
Page 1 of 3
Technician: Rusty Bowers
Technician
Report Distribution:
(11 Linceln Property Co. MAXIM TEC
(1) BUTLER CONSTRUCTION INCORP.
(1) BROCKETT-OAVlS-DRAKE, INC. ~
{1) THE CITY OF COPPELL
{1} THE CITY OF COPPELL
(1) O'BRIEN ASSOCIATES, INC. / //~
(1) A.E,C.C.
Our letteta end reports ere for the exclusive u~e of the client to whom they ere-~;~ires~ed and ~hall not be reproduc
full wil;hout the approval of the testing laboratory. The u~e of our name mu~t receive our written approv~l. Our la1
1099 LW ~ply only to the aimple tested erv~J/or ir~pected, end are not indicative of the qu~tities of apparently identical or
rn Tach. ·Southwestem Labs
r5 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
505034
7
/16/97
going
2/97
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ed report for
B_~, B.S. Ch.E.
~ject Manager
ed except in
TECHNOLOGIES INC
LINCOLN PROPERTY CO.
Project N~:0903605034
Service Date:05~16~97
2575 Lone Star Drive · P.O. Box 224227 * DallaS r Texas 75222
(214) 631-2700 · Fax (214) 920-189
DRILLED PW_,R INSPECTION
(STRAIGHT SHAFT)
Report Na: 116897
Page 2 of 3
Date Drilled: 05/16/97***OBSERVATION OF DRILLED FOUNDATION CONSTRUCTION***
/
A.2-1.6 A.2-1.5 H.9-1.5 ~.8-1.1 A.9-1.1
Pier
identification
/
Pier diameter(in)/Type 18 18 18 18 18
Depth of pier from surface(R) 36.5 37.0 40.0 9.3 37.0
Depth of bearing stratum from surface{ft) 30.0 30.5 33.7 3.0 30.6
Required penetration(ft) 6.0 6.0 6.0 . 6.0
Actual penetration(fO * 6.5 6.5 6.3 6.4
Condition of bottom(wet/dry) trace trace dry trace
Plumb within tolerance{yes/no) yes yes yes ry.=s yes
casing diameter(in)/Length(ft) n/a n/a n/a~/a n/a
//of bars/Reinforcing bar size(//) 4/#5 4///5 4///5 ///5 41//5
Length of reinforcing steel(ft) 34.8 34.8 37.7 ~7.2 35.0
Time drilling was completed(am/pm) 8:25am 9:10am 9:21 amI1 0:34am 10:54am
Time concrete was placed(am/pm) 8:40am 9:16am 9:45am 110:44am 11:02am
/
Depth of pier from top of concrete(R) 35.3 35.3 38.2 137.7 35.5
/
Elevation:Surface (ft)* * 99.2 99.7 99.8 9.6 99.5
Elevation:Top of pier (ft)** 98.0 98.0 98.0 8.0 98.0
Elevation:Bottom pier (ft)** 62.7 62.7 59.8 0.3 62.5
Elevation:Top of bearing stratum(R)*° 69.2 69.2 66.1 6.6 68.9
Bearing stratum {Description) Dark gray unweathered shale
NOTE:
TIME:
SEE REPORT # 116898 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
ELEVATION BY OTHERS
7:00 A.M. TO 5:00 P.M.
Our letters and reports are for the exclusive use of the client to whom they are addressed and shell not be reprod
approval of the te~ting laboratory. The use of our name must receive prior written approval of Maxim Technologi
only to the ,ample tMted and/or inepected end are not indicative of the quantity of apparently identical or similar
JCeCi except in full without the
Inc. Lattem and report~ apply
)roduct~.
TECHNOLOelES
LINCOLN PROPERTY CO.
Project N~:0903605034
Service Date:05/16/97
2575 Lone Star Drive · P.O. Box 224227 · Dallas, Texas 75222
(214) 631-2700 · Fax (214) 920-189'
DRILLED pIER INSPECTION
(STRAIGHT SHAFT)
Report N=: 116897
Page 3 of 3
Date Drilled:05/16/97***OBSERVATION OF DRILLED FOUNDATION ',ONSTRUCTION***
Pier identification A.2-1.2 H.6-1.1 A.3-1.1 J-1
Pier diameter(in)/Type 18 18 18 24
Depth of pier from surface(ft) 37.7 39.2 36.7 38.5
Depth of bearing stratum from surface(ft) 30.5 33.0 30.3 32.3
Required penetration(ft) 6.0 6,0 6.0 6.0
Actual penetration(ft) * 7.2 6.2 6.4 6.2
Condition of bottom(wet/dry) 2" water trace 3" water dry
Plumb within tolerance(yes/no) yes yes yes yes
Casing diameter(in)/Length(ft) n/a n/a n/a n/a
# of bars/Reinforcing bar size(//) 4/#5 4/#5 4///5 6/#6
Length of reinforcing steel(ft) 35.7 37.2 34.7 36.6
Time drilling was completed(am/pm) 12:31pm 1:10pm 1:34pm 3:04pm
Time concrete was placed(am/pm) 1:10p 1:30pm 1:54pm 3:25pm
Depth of pier from top of concrete(ft) 36.2 37.7 35.2 37.1
Elevation:Surface (ft)* * 99.5 99.5 99.5 99.4
Elevation:Top of pier (ft} * * 98.O 98.O 98.0 98.0
Elevation:Bottom pier {ft)' ' 61.8 60.3 62.8 60.9
Elevation:Top of bearing stratum(ft)** 69.0 66.5 69.2 67.1
Bearing stratum (Description) Dark. gray unweathered shale
NOTE:
TIME:
SEE REPORT # 116898 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
ELEVATION BY OTHERS
7:00 A.M. TO 5:00 P.M.
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not bo reprod[
approval of the tearing laboratory. The use of our name mu~t receive prior written approv,d of Maxim Technologi(
only to the sample teated and/or inspected and ara not indicative of the quantity of apparently identical or similar
ced except in full without the
s, Inc. Letters and report] apply
)roducts.