Northlake 635(2)-LR 970514 (3)TECHNOLOGIES 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.: 1163(·
DATE OF SERVICE: '
AUTHORIZATION:
REPORT DATE: 5/:
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: 7:00am to 3:30pm
Page 1 of 3
Technician: Rusty Bowers
Technician
Report Distribution:
(I) Lincoln ProperW Co, IVI/'&AII¥1~
{1) BUTLER CONSTRUCTION INCORP.
(1) BROCKETT-DAVlS-DRAKE, INC. ~
(1) THE CITY OF COPPELL
{1) THE CITY OF COPPELL
( 1 ) O'BRI EN ASSOCIATES, INC. ~/
1099 DY ~pl¥ o~ly to tl~e sample te~ted m'~l/or inspected, ami are not inoicative of tt~e qu~titie~ of a~perently identicM Ol
m Tech. Southwestern Labs
r5 [.one Star Dr. P.O. Box 224227
Dallas, Texaa 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
5034
1/07/97
~going
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led report for
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limiiM produc~.
TECHNOLOGIES INC
LINCOLN PROPERTY CO.
Project N":0903605034
Service Date:05/07/97
2575 Lone Star Drive · P.O. Box 224227 * Dalla~
(214) 631-2700 · Fax (214) 920-18-~
DRILLF~ PIER INSPECTION
(STRAIGHT SHAFT)
, Texae 75222
Report N°: 116396
Page 2 of 3
Date Drilled:O5/O7/97***OBSERVATION OF DRILLED FOUNDATION CONSTRUCTION***
Pier identification A.4-9 A.5-9 A-4 A-3.5 A-3
Pier diameter(in)/Type 24 24 24 24 24
Depth of pier from surface(ft) 37.3 36.5 37.0 35.7 35.1
Depth of bearing stratum from surface(ft) 30.8 30.5 30.3 29.7 29.0
Required penetration(ft) 6.0 6.0 6.0 6.0 6.0
Actual penetration(ft} · 6.5 6.0 6.7 6.0 6.1
Condition of bottom(wet/dry) dry dry dry dry dry
Plumb within tolerance(yes/no) yes yes yes yes yes
Casing diameter(in)/Length(ft) N/R NIR N/R N/R N/R
//of bars/Reinforcing bar size{//) 6//6 6//6 6//6 6//6 6//6
Length of reinforcing steel(ft} 35.6 34.8 35.2 34.0 33.7
Time drilling was completed(am/pm) 8:56am 9:56am 10:59am 11:44am 12:32pm
Time concrete was placed(am/pm) 9:15am lO:20am 11:09am 12:04pm 12:44pm
Depth of pier from top of concrete(ft) 36.1 35.3 35.7 34.5 34.2
Elevation:Surface (ft) · ° 99.2 99.2 99.8 99.7 99.4
Elevation:Top of pier (ft)·· 98.0 98.0 98.5 98.5 98.5
Elevation:Bottom pier (ft)" · 61.9 62.7 62.8 64.0 64.3
Elevation:Top of bearing stratum(ft}e · 68.4 68.7 69.5 70.0 70.4
Bearing stratum {Description) Dark gray unweathered shale.
NOTE: SEE REPORT # 116397 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
· ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
· · ELEVATION BY OTHERS
TIME: 7:00 A.M. TO 3:30 P.M.
Our letter~ and raport~ are for the exclu·ive use of the client to whom they are addressed and shall not be repro iuced except in full without the
approval of the te~t ng aboratory. The uee of our narne muet receive prior written approval of Maxim Technolo< :ie~, Inc. Lettem end report· apply
only to the 8arnple teetecl end/or inepected end are not indicative of the quantity of apparently identical or s mila products.
TECHNOLOGIES 1NC
LINCOLN PROPERTY CO.
Project N~:0903605034
Service Date:05/O?/9?
2575 Lone Star Drive · P.O. Box 224227 · Dallas, Texas 75222
(214) 631-27OO · Fax (214) 920-189'
DRILLED pIER INSPECTION
(STRAIGHT SHAFT)
Report N°: 116396
Page 3 of 3
Date Drilled:05/07/97***OBSERVATION OF DRILLED FOUNDATION CONSTRUCTION***
.................... A-2.5
Pier identification A-2.1
Pier diameter(in)/Type
Depth of pier from surface(fO 39.0
Depth of bearing stratum from surface(ft) 32.0 32.0
Required penetration(fO 6.0 6.0
Actual penetration(ft) ° 6.0 7.0
Condition of bottom(wet/dry) dyerys dry
Plumb within tolerance(yes/no) yes
Casing diameter(in)/Length(ft) N/R N/R
//of bars/Reinforcing bar size(g) 6//6 6//6
Length of reinforcing steel(ft) 36.7] 37.7
Time drilling was completed(am/pm) 1:331m 2:22pm
Time concrete was placed(am/pm) 1:501m 2:35pm
Depth of pier from top of concrete(ft) ,~7.2/ 38.2
Elevation:Surface (ft)** 99.3/ 99.3
Elevation:Top of pier (ft)** 98.5/ 98.5
Elevation:Bottom pier (ft)° * 61.3/ 60.3
Elevation:Top of bearing stratum(ft) ° ° 67.3/ 67.3
Bearing stratum (Description) Darklgray unweathered shale,
NOTE: SEE REPORT # 116397 FOR COMPRESSIVE STRENGTH TEST SPECIMENS.
° ADDITIONAL PENETRATION NOT REQUESTED UNLESS NOTED.
°* ELEVATION BY OTHERS
TIME: 7:00 A.M. TO 3:30 P.M.
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be repro<
approval of the test ng aboratory The use of our name must receive prior written approval of Maxim Technolog
only to the sample tested and/or inspected and are not indicative of tho quantity of apparently dentical or simil-,
uced except in full without tho
es, Inc. Letters end reports apply
products.