WA9601-LR 990127HENLEY
JOHNSTON
& ASSOCIATES, INC.
Transmittal
Date: 27 January, 1999
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 Reports (Field Visual .Inspections) #007 &, #008
Structural Steel Reports (Field X-ray InspectiOns) ~002
Comments: Report Nos.
cc: Larry Davis, City of Coppell
Joe Swinnea, landmark
Sincerely yours,
Herbert C. Crowder
Henley-Johnston & Assoc., Inc.
Project No. 6878
lelephone (214) 941-3808 .fax (214) 943-7645 235 Morgan Ave.. Dallas. Texas 75203.1088
f
sting S~ch~, xex-- 7so4s
Phone (972) - 475-1849
Fax (972) - 412-9439
Project: Coppeli Wagon Wheel Elev, ted Water Tower
Client: City of Coppell, Texas
Owner:. City of Coppe!l, Texas
Engineer: Shimek, Jacob, & Finklea, LLP.
Fabricstot: Landmark
.... REPORT 007 """ ';':
Project:~Coppell Wagon Wheel Elevated Water Tower
Page I of I
Impacted by:
Doug Post
AWS 1 Certified Welding Inspector
ASNT / Certified Levd 2 (UT,MT)
Date: 111'1198
Monday Thunday
1/11/994I-Irs 1/14/99.-4Hn
Tuesday Friday
1/12/99 -4 l-In 1/15/99..4Hrs
Wednesday Saturday
1/13/99 -4 I-In.
Structural Steel Inspection Report
Shop Fabrication or Field Erection X
Inspections / Testing were performed: Jobsite - Coppell, Texas.
Inspection / Testing consisted of: Visual Inspection of full penetration Welded plate to plate
connections on Vertical and horizontal plates for Compliance with Job Specifications, Contract
Documents, Drawings and Governing Cedes } AWS, AWWA, ASME, AISC,ASNT, ASTM, ANSI.
Identification / Location of Inspection / Testing: Welding on the Inner Cone, Outer Cone and 1st
vertical horizontal and vertical plate to plate welds are appex. 100% complete. Welding appox. 90%
complete on the 2nd .5/16" thick vertical shell plates.
Radiographic Testi ng of Welds has been performed on Completed Welds on the Inner, Outer cone and
the 1st .50" thick vertical shell plates at required locations per the Job specifications and AWWA
Code.
Results of Inspection / Testing: Visual Quality of Welds are in Compliance.
Welders Qualification Records and Welding Procedures were reviewed at the jobsite and are in
Compliance.
NOTE: Inspection was p~rformed to verify complianc~ to Project specificatiom. Contract Documents, Drawings, and Govming Codes } AWS,
AWWA. ASME, AISC, ASTM, ASNT, ANSI.
S~ attached inspection r~.port(a) for th~ following itt~ns:
a: Location ofInspe. ction o: That an not in compliance with Contract Documes.
b: Typ~ of Ins~on or Te~ting d: Travel Time.
f
'['~ "' ........ ~~~tructurai
....... ' .. nspection &
esting
REPOR~ 008. "' ""'.;
Project: Coppell Wagon Wheel Elevated Water Tower
Page I of I
6808 ~astvlew
$aclue, Texan 75048
Phone (9/2) - 475-1849
Fax (972) - 412-9439
Project: Coppeil Wagon Wheel Elevated Water Tower
Client: City of Coppell, Texas
Owner: City of Coppe!l, Texas
Engineer: Shimek, Jacob, & Finklea, L.L.P.
Fabricator: Landmark
Doug Post
AWS / Certified Welding Inspector
ASNT / Certified Level 2 (UT,MT)
Date: 1/26t98
1/21/994I-h-s
Tuesday Friday
1/19/99 4 Iats 1/22/994Hrs
Wednesday Saturday
1/20/99 -4 FIrs. 1/23/99-4hrs.
Structural Steel Inspection Report
Shop Fabrication or Field Erection X
Inspections / Testing were performed: Jobsite - Coppe!!, Texas.
Inspection / Testing consisted of: Visual Inspection of full penetration Welded plate to plate
connections on Vertical and horizontal plates for Compliance with Job Specifications, Contract
Documents, Drawings and Governing Cedes } AWS, AWWA, ASME,AISC,ASNT, ASTM, ANSI.
Identification / Location of Inspection / Testing: Welding on the Inner Cone, Outer Cone and 1st
vertical horizontal and vertical plate to plate welds are appox. 100% complete. Welding appox. 100%
complete on the 2nd .5/16" thick vertical shell plates and 3rd 1/4" thick vertical shell plates.
Radiographic Testing of Welds has been peff, wmed on Completexl We!dq on the Inner, Outer cone and
the 1st .50", 2nd 5/16,3rd 1/4' thick vertical shell plates at required locations per the Job
specifications and AWWA Cede. See attached Welder Radiograph Summary and Film for location
and results.
Results of Inspection / Testing: (1) one location at area XR-25 - 5/16" horizontal seam to 1/4"
horizontal seam was unacceptable due to hollow bead. Location has been repaired and retested and is
acceptable. Visual Quality of Welds are in Compliance.
Welders Qualification Records and Welding Procedures were reviewed at the jobsite and are in
Compliance.
NOTE: Inspection was performed to verify compliance to Project specifications, Contract Documc-ats, Drawing and Governing Codes } AWS,
AWWA, ASME, AISC, ASTM, ASNT, ANSI.
See attached inspection report(s) for the following items:
a: Location of Inspection c: That arc not in compliance with Contract Documcs,
b: Type of Inspection or Testing d: Travel Time.
lr'l I :
Welder Radiograph Summary
Project: Coppell 9804
Foreman: Paul Wolfe
Date: 12/11/98
ID # ~ Welder }Quali~cationi ID #
1 Paul Wolfe LSL-1 8
2 Chris Burns LSL-1 9
3 Charles Koehne LSL-1 10
4 Chad Upshaw LSL-1 11
5 Daryl Betts LSL-1 12
6 Juan Talamantez LSL-1 13
7 Jorge Manjarrez LSL-1 14
I Welder ]Qualification
Francisco Manjarrez LSL-1
Billy Brezina LSL-1
Stacy Reynolds LSL-1
Primary stress joints for same type and thickness (within 1/8"); one per first 10' of each welder plus one
per 100' of remaining weld. 5% at junctions. Minimum 2 junctions per tank.
Secondary stress joint for same type and thickness (within 1/8" based on the thinner plate); one per first
10' plus one per 200' of remaining weld.
NOTE: Radiographs may be reduced by combining 2 welders at one location or preferably, secondary
requirements may be combined with primary at junctures.
Welded Joint LocationI Type I Size ]Length(if) I Welders
CONE
OC1 / OC26 P 0.790 477
1-9
Cone/Cone P 0.790 225
Radiographs I Notes
~+ 1 =~ Combined Welder Shots
,~ + 6 = Combined Welder Shots
VERTICAL WALL
S1A/S1H P 0.500 71
S2A / S2H P 0.324 75
S3A / S3H P 0.250 63
S1 S 0.500 306
S2 S 0.324 306
S3 S 0.250 306
2,3,4 '?- ~,+ 0 =~:2~ Combined Welder Shots
2,3,4,5,6 3~ + 1 = Combined Welder Shots
N/A ~+ 1 =~) Combined with Primary
N/A 1 +~= ~ Combined with Primary
9- q ToTRL-
"! .......! I [""]
,.)
Project: Coppell 9804
Foreman: Paul Wolfe
Landmark Rep:
Inspection Co: Quality Assurance
Weld
No.
IC-1
IC-2
IC-3
IC-4
IC-5
IC-6
IC-7
IC-8
IC-9
IC-10
IC-11
OC-1
OC-2
Radio Radiograph
No. Location
1 2' down from c/c
2 2' down from c/c
3 Junction at c/c
4 2' down from c/c
5 2' up from dc
Welder Location and Radiograph Summary
Date:
12/11/98
Welder ID Welder
Int ~Ext Location
2 3 ALL
4 1 ALL
2 1 ALL
3 3 ALL
6 3 ALL
6 3 ALL
3 3 ALL
2 1 ALL
4 1 ALL
2 1 ALL
1 2 ALL
7 2 ALL
7 5 ALL
Weld Type
P I S I
X
X
X
X
X
X
X
X
X
X
X
X
X
Test Results
Pass[ Fail~ Notes
X
X
x X
Page 1
Weld
No.
OC-3
OC-4
OC-5
OC-6
~1~ 0C-7
0C-8
0C-9
0C-10
0C-11
0C-12
0C-13
0C-14
,) 0C-15
0C-16
0C-17
0C-18
0C-19
.0C-20
Radio
No.
6
7
8
9
10
11
12
13
Radiograph
Location
18" down from S1
2' up from c/c
18" down from S1
2' up from c/c
18" down from S1
2' up from c/c
2' up from c/c
18" down from S1
Welder ID
Int i Ext
7 4
1 2
3 3
6 2
3 1
2 3
2 3
4 3
4 2
9 2
9 4
4 3
6 4
4 4
6 3
2 3
6 3
6 3
Welder
Location
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
Page 2
Weld Type
P I S I
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Test Results
J Pass~ Fail ~ Notes
X
Weld
No.
OC-21
OC-22
OC-23
OC-24
OC-25
OC-26
CC-1
CC-1
CC-1
CC-1
CC-1
S1 -A
SI-B
S1 -C
S1 -D
S1 -E
S1 -F
S1 -G
Radio
No.
14
15
16
Radiograph
Location
2' up from c/c
2' up from c/c
2' up from S1
Welder ID
Int I Ext
8 3
8 4
6 3
8 2
8 2
7 2
1 6
6 6
5 1
5 1
1 5
3 3
3 4
3 3
3 3
3 2
2 2
2 4
Welder
Location
ALL
ALL
ALL
ALL
ALL
ALL
33" ccw of OC1 to 35" ccw of OC6
35" ccw of OC6 to 15" ccw of OC7
15" ccw of OC7 to 35" cw of OC10
35" cw of OC10 to 5" ccw of OC17
5" ccw of OC17 to 33" ccw of OC6
ALL
ALL
ALL
ALL
ALL
ALL
ALL
Weld Type
P I S I
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Test Results
J PassI FailI Notes
X
×
Page 3
Weld
No.
S1 -H
S2-A
S2-B
S2-C
S2-D
S2oE
S2-F
S2-G
S2-H
S2-1
S3-A
S3-B
S3-C
S3-D
S3-E
S3-F
S3-G
S3-H
Radio
No.
17
22
23
24
25
Radiograph
Location
Junction at S1
2' down from S3
Juncture at S3
3' up from S3
Juncture at S3
Welder ID
lnt I Ext
2 4
2 3
3 4
6 4
6 2
6 2
2 2
2 2
4 2
3 4
3 3
5 4
5 4
2 6
6 6
2 2
2 4
4 3
Welder
Location
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
Page 4
Weld Type
P ~ S J
X 'X
X
X
X
X
X X
X
X
X
X
X
X
X
X X
X
X
X
X
Test Results
Pass FailINotes
x
Weld
No.
S3-1
S1
S1
S1
S1
S1
S2
S2
S2
S2
S2
S3
S3
)
S3
S3
Radio
No.
18
19
20
21
26
27
Radiograph
Location
5' cw of S 1 B
5' ccw of S 1 D
5' ccw of S 1 F
5' cw of S 1 G
6' cw of S3C
8' cw of S3H
Welder ID
Int I Ext
3 3
10 5
3 6
5 2
6 4
4 3
6 5
1 6
1 2
4 3
5 5
5 4
1 6
6 4
2 3
Welder
Location
ALL
45" ccw of S1H to 8" ccw of S1B
8" ccw of S1B to 30" ccw of OC10
30" ccw of OC10 to 6" cw of OC15
6" cw of OC15 to 48" ccw of OC 20
48" ccw of OC20 to 45" ccw of S1H
8"cw of SIA to 10" ccw of SIC
10" ccw of S1C Io 17" ccw of S1C
17"ccw of S1C to 41" cw of S1G
41"cw of S1G to 22"cw of S21
22" cw of S21 to8" cw of S1A
30" ccw of S1A to 36" cw of S3C
36" cw of S3C to 102" cw of S3E
102" cw of S3E to 35" cw of S3H
35" cw of S3H to 30" ccw of S3A
Weld Type
P I S IJ Pas,,
X
X
X
X
X
X :X
X
X
X
X
X
X
X ~X
X
X ,X
Test Results
FailI Notes
7,,
Pa~e 5
Quality
Assuranc6
Service, Inc.
")INSPECTION REPORT
2305 Doreen
Grand Prairie, Texas 75050
Phone: 972-606-1218
FAX 972-606-1230
INSPECTION REPORT NO. OF..
Da,el'd,O Tecbnici .g,.Cr t V
I A~WA D IDa
RADIOGRAPHIC
C=es CO
Scr..s ~ a t o g ff R O
Mate~.l mck..s '/~ r o ~7~ 6
Pene~ameter ~'S V F,__
Film Used No.~e D 7
~ FtcH ToTal
Se~ No. Location
Acct Rej
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
Interfered By: ~ ~
Num~r of Testing Personnel~ ~
ULTRASONIC
~Type
Size ~11 Freq.
bration
Material ~
Hole Size '
RECOMMENDATION
REMARKS DIA WT
H
MAGNETIC PARTICLE
Ik] ' ment
Materia lhickness
Amp
Prodspacing
Surface Prep ~
Type Used
Particle Used (lbs.) __
Seam No.
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
AM
/ / P.O. No.:
Days Per Diem iJV O ~) F,
Hours RT ~ Hours OT
Location
Acct
DYE PENErRANT
T Cleaner
Type Pe
Type Devel
Surface Prep
Dwell Time
RECOMMENDATION
Rej REMARKS DIA WT
INVOICING PURPOSES ONLY
TOTAL =
T, avel: Hours
__ Loca,io. C
NOTICE: THE ABOVE REPORT AND ANY CONSULTATION WITH TIlE CUSTOMER REPRESENTATIVE OR CUSTOMER'S
CONTRACTOR REGARDING THE RESULTS OF THE EXAMINATION REPRESENTS THE GOOD FAITH OPINION OF THE
QAS TECHNICIAN ASSIGNED TO THE PROJECT UNLESS SPECIFICALLY WRITTEN ON THIS REPORT TO THE
CONTRARY THE CUSTOMER REPRESENTATIVE ACCEPTING THE EXAMINATION RESULTS AND/OR REPORT IS 1N
AGREEMENT WITH THE RESULTS AND CONFIRMS THAT THE PERSONNEL OF QAS ABOVE HAVE PERFORMED THEIR
SERVICES IN ACCORDANCE WITH THE CUSTOMER'S SPECIFICATIONS. QAS SHALL ASSUME NO FURTHER
RESPONSIBILITY FOR THE EXAMINATION RESULTS AND/OR REPORTS FOLLOWING ACCEPTANCE BY THE
CUSTOMER REPRESENTATIVE. THE CUSTOMERS REPRESENTATIVE'S SIGNATURE VERIFIES TIME AND MATERIALS
IN WHOLE. AND THE PROIECT LOCATION WAS NOT DAMAGED BY PERSONNEL OR EQUIPMENT AND WAS LEFT 1N
SATISFACTORY CONDITION UNLESS OTHERWISE SPECIFICALLY NOTED.
UNDER NO CIRCUMSTANCES DOES QAS GUARANTEE THE QUALITY OR USABILITY OF ANY ITEM. MATERIAL, OR
PRODUCT, EXAMINED OR TESTED. NO WARRANTIES ARE EXPRESSED OR IMPLIED. AND IN NO EVENT SHALL THE
LIABILITY OF QAS WITH RESPECT TO ITEMS EXAMINED (INCLUDING ANY LIABILITY PERTAINING TO SELECTION
AND/OR RESULTS OF THESE SAME TEST) EXCEED THE CHARGE OF QAS FOR THE EXAMINATION OF SUCH ITEMS.
TERMS AND ABBREVIATIONS
I.P. INADEQUATE PENETRATION S.P
LP.D INADEQUATE PENETRATION C.P.
DUE TO HIGH-LOW
P.P.
!.C. INTERNAL CONCAVITY H.B.
I.F. INCOMPLETE FUSION C.R,
A.D.
C.L. COLD LAP
B.T. BURN THROUGH I.U.
O.U.
E.S.I. ELONGATED SLAG C.E.I.
INCLUSIONS
C.E.O.
I.S.I. ISOLATED SLAG INCLUSIONS
SPHERICAL POROSITY
CLUSTER POROSITY
PIPING POROSITY
HOLLOW BEAD
CRACKS
ACCUMULATION OF
DISCONTINUIT1ES
INTERNAL UNDERCUT
OUTSIDE UNDERCUT
CORROSION EROSION INS[
CORROSION EROSION
OUTSIDE