Northlake 635(2)-LR 970509TECHNOLOGIES INC
Maxi~
25~
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.: 11631
DATE OF SERVICE: 5
AUTHORIZATION: OZ~
REPORT DATE: 5/C
Perform Drilled Pier Inspection.
REPORT OF TESTS
On this date, a Maxim Technologies representative arrived ¢
scheduled to perform a Drilled Pier Inspection. See attack
results of the inspection.
Technician Time: 7:00am to 4:30pm
Page 1 of 3
Technician: Rusty Bowers
Technician
Report Distribution: 1) Lincoln Property Co.
{1)BUTLER CONSTRUCT ON INCORP.
(1) BROCK ETT-DAVIS-ORAKE, INC.
(1)THE CITY OF COPPELL
I1) THE CITY OF COPPELL
I1) O'BRIEN ASSOCIATES, INC.
[11A.E.C.C.
1099 DY
Our lettere end reports are for the exclUSive u~e of the client to whom they ~'e eddre~s~l ~ ~hall not be re!or~xlu~
full without the e[0provel of the testin~ leboratory. The use of. oqr n~me ~h~ receive ou~ written approval. Ou~ le
a~ply only to the sample te~ted a~cl/or inspected, and we not insiCetlVe o ~uantitim of apparently identical m' ~
n Tech. Southwestern Labs
'5 Lone Star Dr. P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
~05034
8
/06/97
going
9/97
n site as
ed report for
LABS
Pq~z~a~ken, B. S. Ch. E.
'oject Manager
ed except in
ter~ ~nd reports
*mil&~ products.
TECHNOLOOIES INC
LINCOLN PROPERTY CO.
Project N°:0903605034
Service Date:05/06/97
2575 Lone Star Drive · P.O. Box 224227 · Dallas Texas 75222
(214) 631-2700 · Fax (214) 920-189
DRILLED pFF~R INSPECTION
(STRAIGHT SHAFT)
Report Na: 116318
Page 2 of 3
Date Drilled:O5/O6/97***OBSERVATION OF DRILLED FOUNDATION CONSTRUCTION***
Pier identification A/8.5 A/9 A/8 A/4.5
Pier diameter(in)/Type 24 24 24 24
Depth of pier from surface(ft) 36.2 36.2 38.2 36.4
Depth of bearing stratum from surface(ft) 30.2 30.0 31.5 30.0
Required penetration(ft) 6.0 6.0 6.0 6.0
Actual penetration(ft) ' 6.0 6.2 6.7 6.4
Condition of bottom(wet/dry) dry dry trace dry
Plumb within tolerance(yes/no} yes yes yes yes
Casing diameter(in)/Length(ft) N/R N/R N/R N/R
# of bars/Reinforcing bar size(//) 6/#6 6/#6 6/#6 6/#6
Length of reinforcing steel(ft) 34.3 34.3 35.8 34.8
Time drilling was completed(am/pm) lO:20am 10:55am 12:40pm 2:31pm
Time concrete was placed(am/pm) lO:30am 11:05am 12:51pm 2:43pm
Depth of pier from top of concrete(ft) 34.8 34.8 36.3 35.3
Elevation:Surface (ft)* * 99.4 99.4 99.9 99.6
Elevation:Top of pier (ft)e° 98.0 98.0 98.0 98.5
Elevation:Bottom pier (ft)** 63.2 63.2 61.7 63.2
Elevation:Top of bearing stratum(ft)** 69.2 69.4 68.4 69.6
Bearing stratum {Description) Dark gray unweathered shale.
NOTE:
TIME:
SEE REPORT # 116319 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
ELEVATION BY OTHERS
7:00 A.M. TO 4:30 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 testing laboratory. The use of our name must receive prior written approval of Maxim Technologi,
only to the sample tested and/or inspected and are not indicative of the quantity of apparently identical or similar
Jced except in full without the
m, Inc. Letters and reports apply
~roducts.
TECHNOLOGIES IHt
Project N°:0903605034
Service Date:05/06/97
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°: 116318
Page 3 of 3
Date Drilled:05/06/97***OBSERVATION OF DRILLED FOUNDATION ~'ONSTRUCTION***
Pier identification A/7.~
Pier diameter(in)/Type 24
Depth of pier from surface(ft) 35.
Depth of bearing stratum from surface(ft) 29.
Required penetration(ft) 6.0
Actual penetration(ft) * 6.0
Condition of bottom(wet/dry) dry
Plumb within tolerance(yes/no) yes
Casing diameter(in)/Length(ft) N/RI
# of bars/Reinforcing bar size(#) 6/#~
/
Length of reinforcing steel(ft) 33.2~
Time drilling was completed(am/pm) 3:ltpm
Time concrete was placed(am/pm) 3:2~pm
Depth of pier from top of concrete(ft) 33.
Elevation:Surface (ft)** 99.
Elevation:Top of pier (ft)** 98.
Elevation:Bottom pier (ft) ° · 64.
Elevation:Top of bearing stratum(ft)·* 70.
Bearing stratum {Description) Dar ray unweathered shale.
NOTE:
TIME:
SEE REPORT// 116319 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
ELEVATION BY OTHERS
7:00 A.M. TO 4:30 P.M,
Our letters end reports are for the exclusive use of the client to whom they are eddressed end shall not be reprod~
approval of the testing laboratory. The use of our name must receive prior written approval of Maxim Technologic
only to the sample tested and/or inspected and are not indicative of the quentity of apparently identical or similar
ced except in full without the
s, Inc. Let/em and report~ apply