WA9601-LR 990322 (2) '
HENLEY
JOHNSTON
& ASSOCIATES, INC.
Transmittal
Date: 92 M~-h ] 999
To: Shimek, Jacobs & Finklea, L.L.P.
Attn: Mr. Gary C. Hendricks, P.E.
Project: Wagon Wheel Ranch
Elevated Storaqe Tank
Gentlemen:
Henley-Johnston & Assoc., Inc. transmits herewith the following:
Structural Steel In~ection Report #010
Comments: Report Nos.
cc: Larry Davis, City of Coppell
Joe Swinnea, Landmark
Sincer. ely yours,
H~bert C, Cz:~.~:ler
Henley-Johnston & Assoc., Inc.
Project No. 6878
telephone (214) 941.3808 fox {214) 943.7645 235 Morgan Ave.. Dallas. Texas 75203.1088
i tructural
ii ~ l't spectao&
esting
Project: Coppell Wagon Wheel Elevated Water Tower
Client: City of Coppell, Texas
Owner: City of Coppell, Texas
Architect: '~' '
Engineer: Shimek, Jacob, & Finklea, LL.P.
Contractor: Landmark ' .
Fabricator: Landmark
6808 EaseJew
Sachse, Texas 75048
Phone (972) - 475-1849
Fax (972) - 412-9439
-Structural Steel Inspection Report
Shop 'Fabrication or Field Erection
REMARKS:
Inspections / Testing were performed: Jobsite - Coppell, Texas.
Inspected by:
Doug Post
AWS / Certified Welding Inspector
ASNT / Certified Level 2 (UT,MT)
Date: 1/26/98
Monday Thursday
3/8/99 -SHrs 3/11/99-5Hrs
Tuesday Friday
3/16/99 -SHn 3/12/99
Wednesday Saturday
3/10/99-SHrs 3/13/99
Inspection / Testing consisted of: Visual Inspection of Welds on the Roof top sheel plate to plate
connections for Compliance with Job Specifications, Contract Documents, Drawings and Governing Codes
} AWS, AWWA, ASME,AISC, ASNT, ASTM, ANSI.
Identification/Locationof.Inspection /Testing: Roof Top Shell plate to plate connections (Top&
Overhead welds). Bottom plate to plate welds.
Roof shell plates are 100% erecled. Welding complete on approx. 100% on plate to plate connections.
Results of Inspection / Testing: Visual quality of welds are in compliance. Floor plate to plate welds,
have been pressure tested for leaks and are In Compliance.
Note: This concludes our Elevated Water Storage Tank, Field Welding Inspection.
Weiden Qualification Records and Welding Procedures were reviewed at the jobsite and are in
Compliance.
NOTE: Inspection wa.~ performed to verify compliance to Project specifications, Contract Documents, Drawing, and Governing Codes }
AWS, AWWA, ASME, AISC, ASTM, ASNT, ANSI.
See attach~l inspection report(s) for the following items:
a: Location oflnspection c: That are not in compliance with Contract Documes,
b: Type of Inspection or Testing d: Travel Time.