Northlake 635(2)-LR 970130 (5)Ma~
2;
TECHNOLOGIES INC
REPORT OF
DRILLED PIER INSPECTION
CLIENT: Lincoln Property Co.
500 N. AKARD, SUITE 300
ATTN= LARRY MOON
Dallas, TX 75201
PROJECT:
COPPELL BUSINESS CENTER
WRANGLER DR. & BELTLINE RD.
COPPELL, TX
PROJECT NO.: 090~
REPORT NO.: 1117
DATE OF SERVICE:
AUTHORIZATION:
REPORT DATE: 1 /
SERVICES: Perform Drilled Pier Inspection.
REPORT OF INSPECTION
On this date, a Maxim Technologies representative arrived
scheduled to perform a Drilled Pier Inspection. See attach
the inspection.
Time: 6:00 am - 4:00 pm
Technician: Abdullah Ethem
Technician
im Tech. ·Southwestem Labs
;75 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214} 631-2700
FAX: (214) 920-1891
,605034
30/97
=n site as
sd for results of
Report Distribution: MAXIM T__EC~J::Fr~N LABS
(1) Lincoln Property Co.
1 Our attars ~d rel~ort8 ~re for the ex ' ' . · elot ~v .....'
/
TS'CH I10 LO'~ I lES INC
LINCOLN PROPERTY COMPANY
Project Na:0903605034
Service Date: 1/27/97
!* Dali,
2575 Lone Star Drive · P.O. Box 224227;
· (214) 631-2700 * Fax (214) 920-189
D1HLLEI) PIER INSPECTION
(STRAIGHT SHAFD
Texas 75222
Report N~: 111708
Page 2 of 4
NOTE: SEE REPORT # 111709 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
· ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
* · ELEVATION BY OTHERS
TIME: 6:00 A.M. TO 4:00 P.M.
Our letter~ and report, are for the exclusive u~e of the client to whom they are addreased and shall not be reproduced exce~
laboratory. The u~e of our name muat receive prio~ writtan approve) of Maxim Technologies. Inc. Let/em and report~ apply
and are not indicative of the quantity of apparently identical or similar p~oduct~.
t in full without the epprovei of the te~tlng
~nly to the ,anqfle te~ted and/or in~pected
Pier identification D/5.0 D/6.0 C/4.0 C/5.0 CI6.0 C/7.0 BI8.0
Pier diameter(in)/Type 24 24 24 24 24 24 24
Depth of pier from surface(ft) 34.7 36.0 34.0 34.2 35.0 34.9 31.4
Depth bearing stratum from surface(ft) 28.0 29.9 27.9 27.7 28.7 28.0 25.3
Required penetration(ft} 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Actual penetration(ft)* 6.7 6.1 6.1 6.5 6.3 6.9 6.1
Condition of bottom(wet/dry) DRY DRY DRY DRY 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 6/#6 6/#6 6/#6
Length of reinforcing steel(ft) 33.3 34.7 32.4 33.0 33.8 33.8 30.2
Time drilling was completed(am/pm) 8:25a 8:40a 9:00a 9:25a 9:45a 10:00a 10:20a
Time concrete was placed(am/pm) 9:00a 9:15p 9:30a 9:40a 9:55a 10:10a 10:30a
Depth of pier from top of concrete(ft) 34.2 35.5 33.5 33.7 34.5 34.4 30.9
Elevation:Top of pier (ft}** 99.0 99.0 99.0 99.0 99.0 99.0 99.0
Elevation:Bottom pier (ft)** 64.8 63.5 65.5 65.3 64.5 64.6 68.1
Elevation: Top of bearing stratum(ft)** 71.5 69.6 71.6 71.8 70.8 71.5 74.2
Bearing stratum (Description) DARK GRAY SHALE
Date Drilled: 1/27/97***OBSERVATION OF DRIIJ~Er} FOUNDATION CO: ~STRUCTION***
TIECN N tlLOIIEJ
LINCOLN PROPERTY COMPANY
Project N~:0903605034
Service Date: 1/27/97
2575 Lone Star Ddva · P.O. Box 224227 * Dallas
(214) 631-2700 * Fax (214) 920-189
DRILLED PW.R INSPECTION
(STRAIGHT SHAFT)
Texas 75222
Report Na: 111708
Page 3 of 4
Date Drilled: 1/27/97***OBSERVATION OF DRILLED FOUNDATION COl ~STRUCTION***
Pier identification B/7.0 BI6.0 BI5.0 BI4.0 CI8.0 Fl1.3 FI2.1
Pier diameter(in)/Type 24 24 24 24 24 24 24
Depth of pier from surface(ft) 38.3 33.4 35.2 34.2 34.1 31.2 31.0
Depth bearing stratum from surface(ft) 32.0 27.0 28.7 28.0 28.0 25.0 25.0
Required penetration(fi) 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Actual penetration(ft)* 6.3 6.4 6.5 6.2 6.1 6.2 6.0
Condition of bottom(wet/dry) DRY DRY DRY DRY DRY DRY DRY
Plumb within tolerance(yes/no) YES YES YES YES YES YES YES
# of bars/Reinforcing bar size(//) 6/#6 6///6 61//6 6/#6 6///6 6///6 6///6
Length of reinforcing steel(ft) 37.1 32.2 34.0 33.0 33.0 30.4 30.5
Time drilling was completed(am/pm) 12:20p 1:15p 1:00p 12:40p 1:20p 2:00p 2:15p
Time concrete was placed(am/pm) 12:30p 1:25p 1:05p 12:50p 1:35p 2:15p 2:25p
Depth of pier from top of concrete(ft) 37.8 32.9 34.7 33.7 33.6 31.2 31.0
Elevation:Top of pier (ft)'' 99.0 99.0 99.0 99.0 99.0 95.5 95.5
Elevation:Bottom pier (~)°' 61.2 66.1 64.3 65.3 65.4 64.3 64.5
Elevation: Top of bearing stratum(ft)** 67.5 72.5 70.8 71.5 71.5 70.5 70.5
Bearing stratum (Description) DARK GRAY SHALE
NOTE:
TIME:
SEE REPORT # 111709 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
ELEVATION BY OTHERS
6:00 A.M. TO 4:00 P.M.
Our letters and reports are for the exclusive tm. of the client to whom they .are addre~ed.ancl.shal! not be ,el~. oduc .ed ex.c~
laboratory. The uae of our name must receive prior written a~orovai of Max~m Technologm~, inc. Lettem an~ reporm apply
and are not indicative of the quantity of apparently identical o~ similar product~.
t in full without the approval of the tearing
only to the sample te~ted and/or inspected
TECNMGLO&IES IM¢
LINCOLN PROPERTY COMPANY
Project N°:0903605034
Service Date: 1/27/97
2575 Lone Star Drive · P.O. Box 224227 · Dallal Texas 75222
(214) 631-2700 * Fax (214} 920-189
DRII~LED plle~R INSPECTION
(STRAIGHT SHAFT)
Report N°: 111708
Page 4 of 4
Date Drilled: 1/27/97***OBSERVATION OF DRILLED FOUNDATION CO ~STRUCTION***
Pier identification F/2.7 eE. 1/6.4 eE.216.4 eE.3/6.4 eE.4/6.4
Pier diameter(in)/Type 24 18 18 18 18
Depth of pier from surface(ft) 31.2 30.4 32.0 31.1 32.6
Depth bearing stratum from surface(ft) 24.0 24.0 25.4 24.2 26.4
Required penetration(ft} 6.0 6.0 6.0 6.0 6.0
Actual penetration(ft}* 7.2 6.4 6.6 6.9 6.2
Condition of bottom(wet/dry) DRY DRY DRY DRY DRY
Plumb within tolerance(yes/no} YES YES YES YES YES
//of bars/Reinforcing bar size(//) 6///6 41//5 4I//5 4///5 4/#5
Length of reinforcing steel(ft) 30.8 29.3 31.0 30.0 31.7
Time drilling was completed(am/pm} 2:20p 8:20a 8:40a 9:00a 9:25a
Time concrete was placed(am/pm) 2:25p 8:45p 9:00a 9:10a 9:35a
Depth of pier from top of concrete(ft} 31.2 29.9 31.5 30.6 32.1
Elevation:Top of pier (ft)'* 95.5 95.5 95.5 95.5 95.5
Elevation:Bottom pier (ft)° ° 64.3 65.6 64.0 64.9 63.4
Elevation: Top of bearing stratum(ft} · · 75.5 72.0 70.6 71.8 69.6
Bearing stratum (Description) DARK GRAY SHALE
NOTE: SEE REPORT # 111709 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
* ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
* * ELEVATION BY OTHERS
TIME: 6:00 A.M. TO 4:00 P.M.
eBUILDING "C' SCREEN WALL
Our letters and reports are for the exclusive use of the client to whom they are acldre~$ed end shall not be reproduced exc~
laboratory. The u.e of our name nn~st receive prior written approval of Maxim Technclogie~, Inc. Let/em end'reports appl
and are not indicative of the quantity of apparendy identical or similar product,.
~t in full without the epproval of the tearing
only to the sample tested and/or in~Rected