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A
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t avg
t2
L
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b
c
d
e
t
a
A
Key
a – e are inspection planes
selected by inspector.
t 2 is the least min. thickness
in entire area, exclusive
of pits.
SECTION A-A
Profile along Plane c , the
plane having the lowest
average thickness, t 1.
Procedure
1) Determine t 2.
2) Calculate L = 3.7
Dt 2, but not more than 40 in.
3) Locate L to get minimum t avg, which is t 1.
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Allowable Product
Stress, s (lbf/in. 2)
(Note 6)
Minimum
Specified
Yield
Stress,
Y(lbf/in 2 )
Minimum
Specified
Tensile
Strength ,
T (lbf/in. 2)
A 283-C
A285-C
A36
A131-A , B, CS
A 131-EH 36
A573-58
A573-65
A573-70
A516-55
A516-60
A516-65
A516-70
A662-B
A662-C
A537-Class 1
A537-Class 2
A633-C, D
A678-A
A678-B
A737-B
A841
A10 (Note 1)
A7(Note1)
A442-55 (Note 1)
A442-60 (Note 1)
30,000
30,000
36,000
34,000
51,000
32,000
35,000
42,000
30,000
32,000
35,000
38,000
40,000
43,000
50,000
60,000
50,000
50,000
60,000
50,000
50,000
30,000
33,000
30,000
32,000
55 ,000
55,000
58,000
58 ,000
7 1,000
58 ,000
65 ,000
70 ,000
55 ,000
60 ,000
65 ,000
70 ,000
65 ,000
70 ,000
70 ,000
80 ,000
70 ,000
70,000
80,000
70 ,000
70 ,000
55 ,000
60 ,000
55 ,000
60 ,000
G40.2 1, 38W
G40.21 , 44W (Note 7)
G40.21 , 44W (Note 8)
G40.21 , 50W
G40.2 1, 50WT (Note 7)
G.40.2 1, 50WT (Note 8)
38 ,000
44 ,000
44 ,000
50 ,000
50 ,000
50 ,000
60,000
65,000
64,000
65,000
70,000
65,000
Unknown (Note 2)
30 ,000
55,000
23,600
NA
NA
y
T
NA
Material
Specification and
Grade
Lower
Two
Courses
Allowable Hydrostatic
Test Stress, s, (lbf/in. 2)
(Note 6)
Upper
Courses
Lower
Two
Courses
Upper
Courses
26 ,000
26 ,000
27,400
27 ,400
33 ,500
27 ,400
30 ,700
33,000
26 ,000
28 ,200
30 ,700
33 ,000
30 ,700
33 ,000
33 ,000
37 ,800
33 ,000
33,000
37,800
33 ,000
33 ,000
26 ,000
28 ,300
26 ,000
28 ,200
26,000
26 ,000
27,400
27,400
33,500
27 ,400
30 ,700
33,000
26 ,000
28,200
30 ,700
33 ,000
30 ,700
33 ,000
33,000
37,800
33,000
33 ,000
37 ,800
33 ,000
33 ,000
26 ,000
28 ,300
26 ,000
28 ,200
27 ,000
27 ,000
30 ,100
30 ,100
36 ,800
28 ,800
31 ,500
36,300
27,000
28,800
31 ,500
34 ,200
33 ,700
36 ,300
36 ,300
41 ,500
36 ,300
36 ,300
41 ,500
36,300
36 ,300
27 ,000
29 ,700
27 ,000
28 ,800
28 ,300
30 ,700
30 ,200
30 ,700
33 ,000
30 ,700
28 ,300
30 ,700
30,700
30,700
33,000
30,700
31 ,100
33 ,700
33 ,200
33 ,700
36 ,300
33 ,700
26,000
26 ,000
27 ,000
21 ,000
21 ,000
21 ,000
21 ,000
Note 4
21,000
Note 4
21 ,000
Note 4
21 ,000
Note 4
21 ,000
ASTM Specifications
23,600
23 ,600
24,900
24,900
30,500
24,900
27,900
30,000
23,600
25,600
27,900
30,000
27,900
30 ,000
30,000
34,300
30,000
30,000
34,300
30,000
30,000
23,600
25,700
23 ,600
25 ,600
CSA Specifications
18
25 ,700
27,900
27,400
27,900
30,000
27,900
Unknown Material Specification and Grade
Riveted Tanks:
A7 , A9 or A10
(Note 1, Note 3)
Known (Note 4)
Unknown (Note 5)
GENERAL NOTE
NOTE 1
NA
Allowable stresses for reconstructed tanks are tabulated in API 650, Table 5.2a or 5.2b, or calculated per 8.4.
ASTM A7, ASTM AfJ, ASTM A10 and ASTM A442 are obsolete ASTM material specifications previously listed in API 12C and
API 650.
NOTE 2
The yield stress and tensile strength values shown are per API 653 for welded ASTM material of unknown origin .
NOTE 3
This provision is for riveted tanks, constructed of any grade of material, evaluated per4 .3. 4.1.
NOTE 4
This provision is for riveted tanks, constructed of known grades of material, evaluated per 4.3 .4.2. For all courses, the
maximum allowable shell stress for both product and hydrostatic test conditions are listed under column for allowable product
stress, s.
NOTE 5
This provisi on is for riveted tanks, constructed of unknown grades of material , evaluated per4.3.4.2.
NOTE 6
The allowable stresses are calculated per 4.3.3.1 and 4 .3.3 .2 of this standard, unless otherw ise noted. The calculated
allowable stresses are rounded to the nearest 100 lbf/in .2.
NOTE 7
These stress values are valid for CSA G40.21-04 and earlier materials .
NOTES
These stress values are valid for CSA G40.21-13 materials.
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Yes
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6
5
Yes
0
4
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0
0
0
0
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Yes
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above
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?
No
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No
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No
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Appendix G
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No
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Dimension
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B
H
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6 in.
3 in.
6 in.
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See Note 4
Greater of R or H
----------,
--,,--.J
See
Note 4
V
R
See Note 4
Plug weld rivet
holes (see Note 6)
I
Seal rivets
and rivet
seams
See
Note 4
See Note 8
12 in. minimum (see Note 5)
3 in. or 5t minimum (see Note 5)
NOTES:
1. See table in Figure 9.1 for minimum weld spacing and dimensions H, R, and V.
2. When a door sheet crosses the horizontal joint between two courses, a replacement door sheet assembly shall be
constructed of two separate plates. The upper door sheet thickness shall be the same as the higher shell course
thickness. The lower door sheet thickness shall be the same as the lower shell course thickness.
3. Fillet Weld size shall be equal to thickness of thinner of two plates.
4. Rivets and existing lap rivet seams located within 12 in. of a weld may need to be sealed with caulk/coating or
seal-welded to prevent product seepage.
5. Prior to welding new vertical seam which intersect the bottom plate, cut existing shell-to-bottom weld for a minimum of
12 in. beyond the new vertical weld seam. The cut shall extend past or stop short of existing bottom plate welds by at
least 3 in. or 5t. Weld the shell-to-bottom weld last.
6. Plug weld all rivet holes in the shell plate where rivets are removed. Filler weld to full plate thickness and grind flush.
7. Door sheets need not extend to shell-to-bottom weld provided that weld spacing and corner radii are in accordance
with Figure 9.1.
8. See 9.2.4.3. Stiffener arrangement may vary from that shown.
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6 in. minimum
Greater of R or H
Existing weld
~----------------------------,
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V
11
11
11
11
V
R
I
I
I
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weld
:
_____________________ 11
l
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I
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I
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V
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See Note 6
1I
11
12 in. minimum (see Note 4)
Greater of 3 in. or 5t (see Note 4)
NOTES:
1. See table in Figure 9.1 for minimum weld spacing and dimensions H, R, and V.
2. When a door sheet crosses the horizontal joint between two courses, a replacement door sheet assembly shall be
comprised of two separate plates. The upper door sheet thickness shall be the same as the higher shell course
thickness. The lower door sheet thickness shall be the same as the lower shell course thickness.
3. Fillet Weld size shall be equal to thickness of thinner of two plates.
4. Prior to welding new vertical joints which intersect the bottom plate, cut existing shell-to-bottom weld for a minimum of
12 in. beyond the new vertical weld joint. The cut shall extend past or stop short of existing bottom plate welds by at
least 3 in. or 5t. Weld the shell-to-bottom weld last.
5. Door sheets need not extend to shell-to-bottom weld provided that weld spacing and corner radii are in accordance
with Figure 9.1.
6. See 9.2.4.3. Stiffener arrangement may vary from that shown.
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-r:
11
V
R
I
I
I
V
Existing
weld
See Note 5
12 in. minimum (see Note 3)
Greater of 3 in. or 5t (see Note 3)
NOTES:
1. See table in Figure 9.1 for minimum weld spacing and dimensions H, R, and V.
2. Detail shown for door sheet that utilizes removed section of tank shell. If new material is utilized, see Figure 9.1 for
requirements.
3. Prior to welding new vertical weld seam which intersects the bottom plate, cut existing shell-to-bottom weld for a
minimum of 12 in. beyond the new vertical weld seam. The cut shall extend past or stop short of existing bottom plate
welds by at least 3 in. or 5t. Weld the shell-to-bottom weld last.
4. Door sheets need not extend to shell-to-bottom weld provided that weld spacing and corner radii are in accordance
with Figure 9.1.
5. See 9.2.4.3. Stiffener arrangement may vary from that shown.
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c~r======--
Door sheet seams
Greater of R or H
11
11
11
11
Existing weld
V
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11
11
11
11
11
11
11
11
V
R
See
Note 2
See
Note 2
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weld
I l.--~------+-
11
See Note 5
7ti1
12 in. minimum (see Note 3)
Greater of 3 in. or 5V (see Note 3)
NOTES:
1. See table in Figure 9.1 for minimum weld spacing and dimensions H, R, and V.
2. Prior to welding new vertical joints, cut the existing horizontal weld for a minimum of 12 in. beyond the new vertical
weld seam. Weld the horizontal seam last.
3. Prior to welding new vertical joints which intersect the bottom plate, cut the existing shell-to-bottom weld for a minimum
of 12 in. beyond the new vertical weld joint. The cut shall extend past or stop short of existing bottom plate welds by at
least 3 in. or 5t. Weld the shell-to-bottom weld last.
4. Door sheets need not extend to shell-to-bottom weld provided that weld spacing and corner radii are in accordance
with Figure 9.1.
5. See 9.2.4.3. Stiffener arrangement may vary from that shown.
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Tank shell
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Reinstalled existing
or new reinforcing plate
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Material
Thickness
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Case 2—Shell material meets API 650, Seventh Edition or later toughness requirements.
Case 3—Shell material does not meet API 650, Seventh Edition or later toughness requirements.
NOTE 1 In using this detail, it must be confirmed that the distance from top of new bottom to
center of nozzle meets API 650, Table 5.6a or Table 5.6b and that additionally there is sufficient space
to provide the minimum H and J spacings.
NOTE 2
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CERTIFICATION FOR TANK
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We hereby certify that the tank reconstructed at ___________________________________________ and described as follows:
Location
Serial No.
Owner's No.
Height
Capacity
Floating or Fixed Roof
was reconstructed, inspected, and tested in accordance with all applicable requirements of API Standard 653,
________________ Edition, ________________ Revision, Dated ________________ (including all material supplied by the
reconstruction organization).
Reconstruction Organization
Authorized Representative
Date
CERTIFICATION FOR TANK
DESIGNED TO API 653
We hereby certify that the design evaluation of the tank reconstructed at _______________________________________________
and described as follows:
Location
Serial No.
Owner's No.
Height
Capacity
Floating or Fixed Roof
was performed by the undersigned organization in accordance with all design requirements of API Standard 653,
________________ Edition, ________________ Revision, Dated ________________.
Reconstruction Organization
Authorized Representative
Date
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3
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6
9
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11
10
13
12
15
14
17
16
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18
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10
R
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Depression
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Determine if Similar
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the Candidate Tank
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METAL THICKNESS, IN INCHES
0
1970
YEAR
3/32
Min. Bottom Plate Thickness at Next Inspection (See Table 4.4)
1980
-
1/16
1/32
Tank New January 21, 1970
1/8
5/32
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First Internal Inspection June 10, 1990
Tank Bottom Repaired to 1/4-in.
1990
2000
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2010
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1990
3/16
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5/16
Limit of thickness for top course
-
1/16
1/8
Tank New January 21, 1990
-
3/8
First Inspection June 10, 1992
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1995
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Second Inspection December 2, 1996 - Service Changed
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2000
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Fourth Inspection November 15, 2002
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SIMILAR SERVICE ASSESSMENT—DATASHEET
CONTROL TANK ID:
LOCATION:
DIAMETER (FT):
HEIGHT (FT):
CANDIDATE TANK ID:
CAPACITY:
BBLS
CAPACITY:
BBLS
LOCATION:
DIAMETER (FT):
HEIGHT (FT):
SECTION 1—TANK BOTTOM (PRODUCT-SIDE) ASSESSMENT
MATCH 3
H.1.1 TANK CHARACTERISTICS
Control Tank 1
a)
b)
c)
d)
e)
f)
Candidate Tank 2
YEAR TANK ERECTED
BOTTOM MATERIAL
CORROSION ALLOWANCE
BOTTOM LINING TYPE
BOTTOM LINING THICKNESS
BOTTOM LINING AGE
Yes
No
□
□
□
□
□
□
□
□
□
Control Tank 1
Candidate Tank 2
CURRENT PRODUCT NAME
PRODUCT CLASS. (TABLE H.1)
SPECIFIC GRAVITY OF PRODUCT
NORMAL OPERATING TEMP.
WATER BOTTOM?
SULFUR CONTENT
TIME IN THIS SERVICE
PRODUCT CORROSIVITY
Yes
No
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
MATCH 3
H.1.3 PREVIOUS SERVICE CONDITIONS
Control Tank 1
a)
b)
c)
d)
e)
f)
g)
h)
□
MATCH 3
H.1.2 CURRENT SERVICE CONDITIONS
a)
b)
c)
d)
e)
f)
g)
h)
□
□
Candidate Tank 2
PREVIOUS PRODUCT NAME
PRODUCT CLASS. (TABLE H.1)
SPECIFIC GRAVITY OF PRODUCT
NORMAL OPERATING TEMP.
WATER BOTTOM?
SULFUR CONTENT
TIME IN THIS SERVICE
PRODUCT CORROSIVITY
Yes
No
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
IF NO,
SEE SEC.4
H.2.1.1
H.2.1.2
H.2.1.4
H.2.1.5
H.2.1.5
H.2.1.5
IF NO,
SEE SEC. 4
H.2.1.10
H.2.1.10
H.2.1.10
H.2.1.10
H.2.1.10
H.2.1.10
H.2.1.10
H.2.1.10
IF NO,
SEE SEC. 4
H.2.1.10
H.2.1.10
H.2.1.10
H.2.1.10
H.2.1.10
H.2.1.10
H.2.1.10
H.2.1.10
H.1.4 CONCLUSIONS
a) Does this assessment include additional assessment documentation (see H.2.1), YES D or NO D
b) Based on the criteria reviewed in this similar service evaluation,
similar service is D OR is NOT D recommended for this tank (check appropriate box)
c) The corrosion rate to be applied to the product side of the tank bottom is: ___________mpy.
COMMENTS:
NOTE THE DATASHEET SHALL BE MAINTAINED IN THE RECORD FILE AS PER 6.8.
ASSESSED BY:
DATE:
APPROVED BY:
DATE:
(tank owner/operator)
NOTE 1
NOTE 2
NOTE 3
NOTE 4
The control tank is the tank for which service conditions and corrosion rates are well known.
The candidate tank is the tank to be compared to the control tank to determine if similar service concepts apply.
“Y” or “Yes” indicates that the candidate tank criterion essentially matches the control tank .
If the candidate tank criterion does not match the control tank criterion, see H.2.1.
+
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CONTROL TANK ID:
LOCATION:
DIAMETER (FT):
HEIGHT (FT):
CANDIDATE TANK ID:
CAPACITY:
BBLS
CAPACITY:
BBLS
LOCATION:
DIAMETER (FT):
HEIGHT (FT):
SECTION 2—TANK BOTTOM (SOIL-SIDE) ASSESSMENT
MATCH 3
H.2.1 TANK CHARACTERISTICS
Control Tank 1
a)
b)
c)
d)
Candidate Tank 2
YEAR TANK ERECTED
BOTTOM MATERIAL
CORROSION ALLOWANCE
DOUBLE BOTTOM
Yes
No
□
□
□
□
□
□
□
H.2.2 SOIL/MATERIAL IN CONTACT WITH OR AROUND BOTTOM PLATE5
Control Tank 1
a) SOIL TYPE
b) SOIL pH
c) SOIL ALKALINITY
d) SOIL MOISTURE
e) SOIL SALINITY
f) SOIL CONDUCTIVITY
g) OIL TYPE (IF OIL SAND FOUNDATION)
h) SOIL CLEANLINESS
□
MATCH 3
Candidate Tank 2
Yes
No
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
MATCH 3
H.2.3 CURRENT OPERATING CONDITIONS
Control Tank
1
Candidate Tank
2
a) NORMAL OPERATING TEMP.
b) CATHODIC PROTECTION 5
c) PONDING/WATER
Yes
No
□
□
□
□
□
□
MATCH 3
H.2.4 PREVIOUS OPERATING CONDITIONS
Control Tank 1
Candidate Tank 2
a) NORMAL OPERATING TEMP.
5
b) CATHODIC PROTECTION
c) PONDING/WATER
Yes
No
□
□
□
□
□
□
IF NO,
SEE SEC. 4
H.2.1.1
H.2.1.2
H.2.1.4
H.2.1.7
IF NO,
SEE SEC. 4
H.2.1.8
H.2.1.8
H.2.1.8
H.2.1.8
H.2.1.8
H.2.1.8
H.2.1.8
H.2.1.8
IF NO,
SEE SEC. 4
H.2.1.10
H.2.1.6
H.2.1.8
IF NO,
SEE SEC. 4
H.2.1.10
H.2.1.6
H.2.1.8
H.2.5 CONCLUSIONS
a) Does this assessment include additional assessment documentation (see H.2.1), YES □ or NO □
b) Based on the criteria reviewed in this similar service evaluation,
similar service is □ OR is NOT □ recommended for this tank (check appropriate box)
c) The corrosion rate to be applied to the soil side of the tank bottom is: ___________mpy.
COMMENTS:
NOTE
THE DATASHEET SHALL BE MAINTAINED IN THE RECORD FILE AS PER 6.8.
ASSESSED BY:
DATE:
APPROVED BY:
DATE:
(tank owner/operator)
NOTE 1 The control tank is the tank for which service conditions and corrosion rates are well known.
NOTE 2 The candidate tank is the tank to be compared to the control tank to determine if similar service concepts apply.
NOTE 3 “Y” or “Yes” indicates that the candidate tank criterion essentially matches the control tank .
NOTE 4 If the candidate tank criterion does not match the control tank criterion, see H.2.1.
NOTE 5 See API 651, Section 5.3.
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SIMILAR SERVICE ASSESSMENT—DATASHEET
CONTROL TANK ID:
DIAMETER (FT):
LOCATION:
HEIGHT (FT):
CANDIDATE TANK ID:
DIAMETER (FT):
CAPACITY:
BBLS
CAPACITY:
BBLS
LOCATION:
HEIGHT (FT):
SECTION 3—TANK SHELL (PRODUCT-SIDE) ASSESSMENT
H.3.1 TANK CHARACTERISTICS
MATCH
Control Tank
a)
b)
c)
d)
e)
f)
1
Candidate Tank
2
YEAR TANK ERECTED
SHELL MATERIAL
CORROSION ALLOWANCE
SHELL LINING TYPE
SHELL LINING THICKNESS
SHELL LINING AGE
Yes
No
□
□
□
□
□
□
□
□
□
□
□
□
H.3.2 AMBIENT CONDITIONS
MATCH
Control Tank
1
Candidate Tank
2
a) LOW ONE DAY MEAN TEMP.
b) EXPOSURE TO SALT AIR
No
□
□
□
□
MATCH
a)
b)
c)
d)
e)
f)
g)
h)
i)
j)
Candidate Tank 2
CURRENT PRODUCT NAME
PRODUCT CLASS. (TABLE H.1)
SPECIFIC GRAVITY OF PRODUCT
REID VAPOR PRESSURE @ 60 oF
NORMAL OPERATING TEMP.
INERT GAS BLANKET?
WATER BOTTOM?
SULFUR CONTENT
TIME IN THIS SERVICE
PRODUCT CORROSIVITY
No
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
MATCH
a)
b)
c)
d)
e)
f)
g)
h)
i)
j)
Candidate Tank 2
PREVIOUS PRODUCT NAME
PRODUCT CLASS. (TABLE H.1)
SPECIFIC GRAVITY OF PRODUCT
REID VAPOR PRESSURE @ 60 oF
NORMAL OPERATING TEMP.
INERT GAS BLANKET?
WATER BOTTOM?
SULFUR CONTENT
TIME IN THIS SERVICE
PRODUCT CORROSIVITY
No
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
a) Does this assessment include additional assessment documentation (see H.2.1), YES D or NO D
c) The corrosion rate to be applied to the product side of the tank shell is: ___________mpy.
COMMENTS:
3
Yes
H.3.5 CONCLUSIONS
b) Based on the criteria reviewed in this similar service evaluation,
similar service is D OR is NOT D recommended for this tank (check appropriate box)
3
Yes
H.3.4 PREVIOUS SERVICE CONDITIONS
Control Tank 1
3
Yes
H.3.3 CURRENT SERVICE CONDITIONS:
Control Tank 1
3
IF NO,
SEE SEC. 4
H.2.1.1
H.2.1.3
H.2.1.4
H.2.1.5
H.2.1.5
H.2.1.5
IF NO,
SEE SEC. 4
H.2.1.9
H.2.1.9
IF NO,
SEE SEC. 4
H.2.1.10
H.2.1.10
H.2.1.10
H.2.1.10
H.2.1.10
H.2.1.10
H.2.1.10
H.2.1.10
H.2.1.10
H.2.1.10
IF NO,
SEE SEC. 4
H.2.1.10
H.2.1.10
H.2.1.10
H.2.1.10
H.2.1.10
H.2.1.10
H.2.1.10
H.2.1.10
H.2.1.10
H.2.1.10
+
$3,67$1'$5' SIMILAR SERVICE ASSESSMENT—DATASHEET
NOTE
THE DATASHEET SHALL BE MAINTAINED IN THE RECORD FILE AS PER 6.8.
SUBMITTED BY:
DATE:
APPROVED BY:
DATE:
NOTE 1
NOTE 2
NOTE 3
NOTE 4
The control tank is the tank for which service conditions and corrosion rates are well known.
The candidate tank is the tank to be compared to the control tank to determine if similar service concepts apply.
“Y” or “Yes” indicates that the candidate tank criterion essentially matches the control tank .
If the candidate tank criterion does not match the control tank criterion, see H.2.1.
7$1. ,163(&7,215(3$,5$/7(5$7,21$1' 5(&216758&7,21
+
SIMILAR SERVICE ASSESSMENT—DATASHEET
CONTROL TANK ID:
LOCATION:
DIAMETER (FT):
HEIGHT (FT):
CANDIDATE TANK ID:
CAPACITY:
BBLS
CAPACITY:
BBLS
LOCATION:
DIAMETER (FT):
HEIGHT (FT):
SECTION 4—TANK SHELL (EXTERNAL SIDE) ASSESSMENT
MATCH 3
H.4.1 TANK CHARACTERISTICS
Control Tank
a)
b)
c)
d)
e)
f)
g)
h)
i)
1
Candidate Tank
2
YEAR TANK ERECTED
SHELL MATERIAL
CORROSION ALLOWANCE
INSULATION TYPE
INSULATION THICKNESS
INSULATION AGE
COATING TYPE
COATING THICKNESS
COATING AGE
Yes
No
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
MATCH 3
H.4.2 AMBIENT CONDITIONS
Control Tank 1
Candidate Tank 2
a) LOW ONE DAY MEAN TEMP.
b) EXPOSURE TO SALT AIR
Yes
No
□
□
□
□
MATCH 3
H.4.3 CURRENT OPERATING CONDITIONS
Control Tank 1
Candidate Tank 2
a) PONDING/WATER
b) NORMAL OPERATING TEMP.
Yes
No
□
□
□
□
MATCH 3
H.4.4 PREVIOUS OPERATING CONDITIONS
Control Tank
1
Candidate Tank
2
a) PONDING/WATER
b) NORMAL OPERATING TEMP.
Yes
No
□
□
□
□
IF NO,
SEE SEC. 4
H.2.1.1
H.2.1.3
H.2.1.4
H.2.1.4
H.2.1.4
H.2.1.4
H.2.1.4
H.2.1.4
H.2.1.4
IF NO,
SEE SEC. 4
H.2.1.9
H.2.1.9
IF NO,
SEE SEC. 4
H.2.1.10
H.2.1.10
IF NO,
SEE SEC. 4
H.2.1.10
H.2.1.10
H.4.5 CONCLUSIONS
a) Does this assessment include additional assessment documentation (see H.2.1), YES □ or NO □
b) Based on the criteria reviewed in this similar service evaluation,
similar service is □ OR is NOT □ recommended for this tank (check appropriate box)
c) The corrosion rate to be applied to the ambient side of the tank shell is: ___________mpy.
COMMENTS:
NOTE
THE DATASHEET SHALL BE MAINTAINED IN THE RECORD FILE AS PER 6.8.
ASSESSED BY:
DATE:
APPROVED BY:
DATE:
(tank owner/operator)
NOTE 1
NOTE 2
NOTE 3
NOTE 4
The control tank is the tank for which service conditions and corrosion rates are well known.
The candidate tank is the tank to be compared to the control tank to determine if similar service concepts apply.
“Y” or “Yes” indicates that the candidate tank criterion essentially matches the control tank .
If the candidate tank criterion does not match the control tank criterion, see H.2.1.
+
$3,67$1'$5' SIMILAR SERVICE ASSESSMENT—DATASHEET
CONTROL TANK ID:
DIAMETER (FT):
LOCATION:
HEIGHT (FT):
CANDIDATE TANK ID:
DIAMETER (FT):
CAPACITY:
BBLS
CAPACITY:
BBLS
LOCATION:
HEIGHT (FT):
SECTION 5—CONCLUSION SUMMARY
a) From Section 1, the corrosion rate to be applied to the product-side of the tank bottom is: ___________mpy.
b) From Section 2, the corrosion rate to be applied to the soil-side of the tank bottom is: ___________mpy.
c) From Section 3, the corrosion rate to be applied to the product-side of the tank shell is: ___________mpy.
d) From Section 4, the corrosion rate to be applied to the external side of the t ank shell i s: ___________mpy.
e) Based on the corrosion rates applied, the next internal inspection for this tank will be completed in Year _________.
COMMENTS:
NOTE
THE DATASHEET SHALL BE MAINTAINED IN THE RECORD FILE AS PER 6.8.
ASSESSED BY:
DATE:
APPROVED BY:
DATE:
(tank owner/operator)
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AMERICAN PETROLEUM INSTITUTE
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