DFW Trade JV-LR 990323 TRINITY =NGINEERING TESTING CORFORATION
P.O. BOX 223571, DALLAS, TEXAS 75222-3571
STRAIGHT SHAFT PIER REPORT
TO: INDUSTRIAL DEV INTERNATIONAL PROJECT: DFW TRADE CENTER
5420 LBJ FRWY, SUITE 1275 BUILDING H
DALLAS, TX 75240 TETCO NO.: 3126
Date: 3/23/99
Technician: J. TIPTON Report No: 399832
IDENTIFICATION
MARK E-15 F-21 D-15 A-3 AA-0.1 A.6-0.1
SHAFT DIAMETER
PLAN/ACTUAL 48" 36" 48" 36" 36" 36"
TOP OF
PIER ELEVATION * 482.5 482.5 482.5 485.5 486.2 486.2
DEPTH TO PRIMARY
10.0' 14.0' 10.2' 20.4' 20.4' 20.0'
TOTAL DEPTH OF PIER
20.2' 17.1' 20.5' 23.4' 23.6' 23.1'
PRIMARY PENETRATION
PLAN/ACTUAL 10.2' 3.1' 10.3' 3.0' 3.2' 3.1'
DEPTH AND
DIAMETER OF CASING NA NA NA NA NA NA
STEEL
CAGE LENGTH 14.2' 9.6' 14.5' 19.4' 20.7' 20.4'
DATE/TIME 3/23/99 3/23/99 3/23/99 3/23/99 3/23199 3~23~99
DRILLING COMPLETED 8:10 AM 9:10 AM 10:30 AM 11:40 AM 1:00 PM 1:50 PM
PLUMBNESS VARIATION WITHIN WITHIN WITHIN WITHIN WITHIN WITHIN
TOLERANCE TOLERANCE TOLERANCE TOLERANCE TOLERANCE TOLERANCE
CONDITION OF PIER
BEFORE CONCRETE GOOD GOOD GOOD GOOD GOOD GOOD
DATE/TIME 3/23/99 3/23/99 3/23/99 3/23/99 3/23/99 3~23~99
CONCRETE PLACEMENT 11:00 AM 11:30 AM 12:00 PM 12:30 PM 2:00 PM 2:30 PM
Remarks: * TOP OF PIER ELEVATION OBTAINED FROM THE CONSTRUCTION PLANS.
REPORTS TO:
l-CLIENT, ATT: KEN KUESEL
I-KAJIMA CONST
1-COMPASS BANK TRINITY ENGINEERING TESTING CORP.
1-MacGREGOR ASSOC. ARCHITECTS
1-POTTER CONCRETE CO.
1-PIONEER CONCRETE
1-CITY OF GRAPEVINE / Roy R. Grant, P.E.
l-CITY OF COPPELL
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