Northlake 635(2)-LR 970421 (3)Maxi
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.: 0903
REPORT NO.: 1147.;
DATE OF SERVICE: Z
AUTHORIZATION: One
REPORT DATE: 4/i
Perform 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= 7:00 am to 5:00 pm
Page i of 3
Technician: Rusty Bowers
Technician
Report Distribution:
(1) Line~n P~q~erty Co.
{1) BUTLER CONSTRUCTION INCORP.
(1) SflOCKETT-DAVIS-ORAKE, INC.
(1) THE CITY OF COl=PELt.
(1) THE CITY OF COP~ELL
(1) O'SRIEN ASSOCIATES, INC.
(1) A.E.C.C.
1099 JS
Our lepers ~ rel~ort$ ere for the exclusive u~e of t~ diem to wh~ t~y
Tach. Southwestern Labs
Lone Star Dr. P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
5~5034
,1o1197
[oing
,1/97
in site as
ked report for
LABS
,4~ken, B. S. Ch. E.
'oj act Manager
:ed except in
~imiler ~roduct~.
TECHNOLOGIES INC
LINCOLN PROPERTY CO.
Project N~:0903605034
Service Date:04/01/97
2575 Lone Star Drive · P.O. Box 224227 · Dells
(214) 631-2700 · Fax (214) 920-18~
DRILLED pII~R INSPECTION
(STRAIGHT SHAFT)
;, Texas 75222
I1
Report N~: 114755
Page 2 of 3
NOTE: SEE REPORT # 114766 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
· · Sea attached drawing
· ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
· ' ELEVATION BY OTHERS
TIME: 7:00 A.M. TO 5:00 P.M.
99.5 - Top of select fill elevation per Butler.
Our latte~ and reports are fur the exclusive u~e of the client to whom they are addrmed and ~hall not be repr< cJuced except in full without the
approval of the testing laboratory. The u~8 of our name mLmt reonive prior written approval of Maxim Technoic iai, Inc. Letters and repo~m apply
only to the .arnole ta~ted end/or inspected and are not indicative of the quantity of apparently identical or sirnil~ xoducta.
Pier identification B5 B8 B4 B3 E8 C7 B2
Pier diameter(in) 24 24 24 24 24 24 24
Depth of pier from surfaoe(ft) 39.0 37.5 34.8 34.8 40.0 36.3 36.2
Depth of bearing stratum from surface(fi) 33.0 31.2 28.8 28.7 34.0 30.0 30.0
Required penetration(ft) 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Actual penetrafion(ft) · 6.0 6.3 6.0 6.1 6.0 6.3 6.2
Condition of bottom(wet/dry) DRY DRY DRY 2"water DRY DRY DRY
Plumb within tolerance(yes/no) YES YES YES YES YES YES YES
# of bars/Reinforcing bar size(#) 61#6 61#6 6/#6 6/#6 61#6 61#6 61#6
Length of reinforcing steel(ft) 38.0 36.5 33.9 34.8 · · 35.3 35.2
Time drilling was completed(am/pm) 2:15P 11:50A 11:24A 10:05A 10:45A 2:45A 1:21P
Time concrete was placed(am/pm) 2:40P 12:01P 11:44a 10:23A 11:10A 3:02P 1:45P
Depth of pier from top of concrete(ft) 38.5 37.0 34.3 34.3 · · 35.8 35.7
Elevation:Top of pier (ft)"* 99.0 99.0 99.0 99.0 99.0 99.0 99.0
Elevation:Bottom pier (ft)** 60.5 62.0 64.7 64.7 59.5 63.2 63.3
Elevation:Top of bearing stratum(ft) * * 66.5 68.3 70.7 70.7 65.5 69.5 69.5
.=-c.---Hng stratum (Description) Dad( Gray Unweathered Shale
Date Drilled:04/01/97***OBSERVATION OF DRIIJ.F~T~ FOUNDATION CONSTRUCTION***
TiCHNOLO81II INC
LINCOLN I~OPERTY CO.
Project Nu:0903605034
Service Date:04/01/97
2575 Lone Stnr Drive · P.O. Box 224227 · Dallm
(214) 631-2700 · Fax (214) 920-189
DRH.L]~} pI'I~R INSPECTION
(STRAIGHT SHAF13
Texas 75222
Report N°: 114755
Page 3 of 3
Date Drillcd:04/01/97***OBSERVATION OF DRILLED FOUNDATION .~ONSTRUCTION***
/
Pier identification t6 C2
/
Pier diameter(in) 14 24
Depth of pier from surface(f/) 18.0 38.0
Depth of bearing stratum from aurface(ft) 11.5 31.9
Required penetration(f/) 1.0 6.0
Actual penetration(f/) * 1.5 6.1
Condition of bottom(wet/dw) IRY DRY
P~umb within tolerance(yea/no) lES YES
# of bars/Reinforcing bar size(#) I#6 61#6
Length of reinforcing steel(f/) ~/.0 37.0
Time drilling was completed(em/pm) 1:39P 3:21P
Time concrete was placed(am/pm) 1:55P 3:45P
Depth of pier from top of concrete(f/) ,~.5 37.5
Elevation:Top of pier (ft)'' ~.00 99.0
Elevation:Bottom pier (ft)* ' ,I.5 61.5
Elevation:Top of bearing stratum(ft)' · ~.0 68.0
Bearing stratum (Description) ~anV, Gray Unweathered Shale
NOTE: SEE REPORT # 114756 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
· · See attached drawing
· ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
· ' ELEVATION BY OTHERS
TIME: 7:00 A.M. TO 5:00 P.M.
99.5 - Top of seie~t fill elevation per Butler.
Our lattar~ and reportl are for the exclu~iv® u~e of the client to whom they are addressed and .hall not be reprodu
approval of the tearing laboratory. The u.e of our name rnuat receive prior written approval of M~xim Technologic
only to the aarnple teated and/or inspected and are not indicative of the quantity of apparently identical or similar
ced except in full without the
s, Inc. Latte~ and reports apply
roducte.
Maxi
25
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.: 0903
REPORT NO.: 1148:
DATE OF SERVICE:
AUTHORIZATION: On(
REPORT DATE:
Perform 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: 7:00 am to 5:00 pm
Page 1 of 3
Technician: Rusty Bowers
Technician
Rel~ort Distribution:
{1) Lincoln Prol~rW Co. MAXIM TE{
,1, 8u~, CONS~UC~ON
{1 ) BROCKETT-DAVI~ORAKE. INC.
11! THE CITY OF COPPELL
{1) THE CITY OF COPflELL
{1} O'BRIEN ASSOCIATES, INC.
(I) A.E.C.C.
Our letter~ ert~ repo~'t~ a~'e for the exclUetve u~e of the client to whom they ere ~ddree~e~ en~ ~/~11 ~ b~ relw~l.
full wltho~ the approval of the te~(in~ la~oretory. The use of out' r~eme must receive our writtefl al~'ovd. Our h
1099 JS a~ply only to
m Tech. Southwestern Labs
~5 Lone Star Dr. P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
605034
.6
~/02/97
Ioing
~1/97
)n site as
led report for
~_~cken, B.S. Ch.E.
6oj ect Manager
TICHNOLOa, IIS INC
LINCOLN PROPERTY CO.
Project N~:0903605034
Service Date:04/02/97
2575 Lone Star Drive · P.O. Box 224227 · Dalla
(214) 631-2700 * Fax (214) 920-18!
DRILLED PIER INSPECTION
(STRAIGHT SHAFT)
i, Texae 75222
Report Na: 1 1481 6
Page 2 of 3
Date Drilled:04/02/97* ** OBSERVATION OF DRILLED FOUNDATION CO~ ISTRUCTION* **
Pier identification C3 C5 C4 D7 D2 D6 D5
Pier diameter(in) 24 24 24 24 24 24 24
Depth of pier from surface(ft) 38.0 38.3 38.7 36.8 37.5 38.3 40.2
Depth bearing stratum from surface(ft) 31.7 32.2 32.2 30.5 31.5 32.0 34.2
Required penetration(ft) 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Actual penetration(ft) * 6.3 6.1 6.5 6.3 6.0 6.3 6.0
Condition of bottom(wet/dry} Dry Dry 2"water Dry Dry Dry Dry
Plumb within tolerance(yes/no) Yes Yes Yes Yes Yes Yes Yes
Casing diameter(in)/Length(ft) NA/NA NA/NA NA/NA NA/NA NA/NA NA/NA NAJNA
# of bars/Reinforcing bar size(#) 6/#6 6/#6 6/#6 6/#6 6/#6 6/#6 6/#6
Length of reinforcing steel(ft) 37.0 38.3 37.7 35.8 36.5 37.3 39.2
Time drilling was completed(am/pm) 10:38A 10:15A 11:40A 9:20A 9:50A 11:25A 3:35P
Time concrete was ;)laced(am/pm) 10:57A 10:30A 11:58A 9:30A 10:04A 11:40A 3:55P
Depth of pier from top of concrete(ft) 37.5 37.8 38.2 36.3 37.0 37.8 39.7
Elevation:Top of pier (ft)** 99.0 99.0 99.0 99.0 99.0 99.0 99.0
Elevation:Bottom pier (ft}* * 61.5 61.2 60.8 62.7 62.0 61.2 59.3
Elevation:Top of bearing stratum(ft)** 67.8 67.3 67.3 69.0 68.0 67.5 65.3
Bearing stratum {Description) Dark Gray Unweathered Shale
NOTE: SEE REPORT # 114817 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
· ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
· · ELEVATION BY OTHERS
TIME: 7:00 A.M. TO 5:00 P.M.
TECHNOLO~,III
LINCOLN PROPERTY CO.
Project N~:0903605034
Service Date:04/02/97
2575 Lone Star Drive · P.O. Box 224227 · Dallm, Texae 75222
(214) 631-2700 · Fax (214) 920-18~1
Report N~: 11481 6
Page 3 of 3
DRILLED PIER INSPECTION
(STRAIGHT SHAFT)
Date Drilled:04/02/97*** OBSERVATION OF DRILLED FOUNDATION COI~ ISTRUCTION***
Pier identification D3 4 E(J)7
Pier diameter(in) 244 24
7.8 41.2
Depth of pier from surface(ft) 38.7
Depth bearing stratum from surface(ft) 32.0 1.4 34.5
Required penetration(ft) 6.0 .'0 6.0
Actual penetration(ft) * 6.7 [._4. 6.7
Condition of bottom(wet/dry) 3'water ry 1'water
Plumb within tolerance(yes/no) Yestes Yes
Casing diameter(in)/Length(ft) NAINA A/NA NA/NA
# of bars/Reinforcing bar size(#) 6/#6 I/#6 61#6
Length of reinforcing steel(ft) 37.7 16.8 36.7
Time drilling was completed(am/pm) 1:26PI:05P 2:00P
Time concrete was placed(am/pm) 1:38P 1:25P 2:28P
Depth of pier from top of concrete(ft) 38.7 7.3 37.2
Elevation:Top of pier (ft)** 99.0 9.0 95.5
Elevation:Bottom pier (ft)** 60.8 1.7 58.3
Elevation:Top of bearing stratum(ft)* * 67.5 8.1 65.0
Bearing stratum (Description) Dark Gray Unweat red Shale
NOTE: SEE REPORT # 114817 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
* ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
· · ELEVATION BY OTHERS
TIME: 7:00 A.M. TO 5:00 P.M.