HomeMy WebLinkAboutWWP2702291_3CITY OF RENTON
Jesse Tanner, Mayor
May 21, 1996
Timothy J. Clark
Municipality of Metropolitan Seattle
13563 SE 27th Place - STE B, M.S. ESC
Bellevue, WA 98005
Planning/Building/Public Works Department
Gregg Zimmerman P.E., Administrator
SUBJECT: CEDAR RIVER TRUNK RELOCATION - PHASE 3;
SIDE SEWER CONNECTIONS TO HDPE SLIl'LINE
Dear Tim:
The City of Renton will approve the Inserta Tee fitting for connection of the side sewers to the
HDPE slipline provided that all protrusions into main line be trimmed so that the side sewer is as
flush with the interior wall of the main line as possible.
If you have any questions, please call me at (206) 277-6179.
Sincerely,
Jo . Hobson
Wastewater Utility
H:D0CS:96-325:JDH:ps
200 Mill Avenue South - Renton, Washington 98055
61!�0
"LL
Jesse Tanner, Mayor
January 24, 1996
Mann -Ling Thibert, P.E.
King County Department of Metropolitan Services
821 Second Ave., M.S. 117
Seattle, WA 98104-1598
SUBJECT: CEDAR RIVER TRUNK RELOCATION PHASE 3
MATERIALS SUBMITTAL REVIEW;
Dear Mann -Ling:
CITY OF RENTON
Planning/Building/Public Works Department
Gregg Zimmerman P.E., Administrator
The following are my comments upon reviewing the above -mentioned subject:
Description Review Status
HDPE 12" Pipe; SDR 17 No Exception Noted
Inserta Tee * Not Approved
8" PVC Sewer Pipe ASTM 3034 No Exception Noted
PVC Gasketed Fittings No Exception Noted
PVC Adapter,. for Cleanout No Exception Noted
Brass Plug. for Cleanout No Exception Noted
Flexible Coupling No Exception Noted
* The Inserta Tee is not approved because it protrudes into the 12" HDPE pipe which will create a
problem for the City Maintenance Crew's root cutter.
Checking is only for general conformance with the design concept of the project and general
compliance with the information given in the contract documents. Any action shown is subject to
the requirementsof the plans and specifications. The contractor is responsible 'for dimensions
which shall be confirmed and correlated at the job site, fabrication processes and techniques of
construction, coordination of his work with that of all other trades, and the satisfactory
performance of his work.
If you have any questions or require additional information, please contact me at (206) 277-6179.
Si4erely,
John Hobson
Wastewater Utility
H:DOCS:96-070:JDH
200 Mill Avenue South Renton, Washington 98055
OHO METRO
King County / Department of Metropolitan Services
EzchanQe Buildine - 821 Second Ave. Seattle. Washington 98104-1598 • (206) 694 - 21
ACSIlVFILE TRANSMISSION COVERS E'I'
l'z3� 6
DATE SENT:
TRANSMITTED TO:
a
>" t,., _ I -I N 61 1 N � � C'12 117
7'RANSyIITTED FROM: (Name) (Mail Stop)
(206
(Phone)
FACSIMILE TRANSMISSION NUMBER: (2 0 6) 6 8 4 -1710
No. OF PAGES TRANSMITTED:
(Including Cover )
SUBJECT:
NOTES-.
®`, A -r--rq L- # 2-
I ez A4 Al 7,
Ks.
OR ST F US O y:
PROJECT':
10'd QSS 9b:Ei 9661—EZ—NUE
Q
LO
w
�"��T1ETR0
Dale SLimp
-T'2/ S>ArE , �A15-'cT/p �tJ //1iC.
Submittal No.
Lc EVuE, (,JA. 9&eocl
Dalo
Sub mittial/tra ►$ritual
JAN 18 1996
Contract No. W/M/-9t°
Constructilon Diui�ion
F ^•.i l v/,TFLLITr OF'Fiv"
r Supplier: h� • D• �O(,c)C CR-
IlesubrnilL31 ❑
Previous Submittal No.
�n.
Thl■ section to be completed by Conlrsclor.
This Section To
Be Completed
By Malro
-
PIC
Spec. Parsgrsph
Contrsclor's
Cal. or Dwg. No.
Dotcdpllon of item
Co VPOS
Subm.
fievlew
Ac1lon
Holes
rl�wn�flo.
C
/50 7 2-
D PE P,16'E �- .sa
So72- •oZE-
AI EerA �E'
g
/5o7Z- 3,oz
i 7Z- 3.oz.E
07Z- 3.ozis
8"- Ate- /Sr,fr! D3034
�liC L'7ASC�7G�D Frri/[/Gr
i40,4Pr�W. �� dZEAnJou7—
8
507Z— 31,DZ�
pAle
XleAls 14646.
15407Z-
Z-,-- >< LE <2nO Pe.iUG
Contractor certifies to Review of Subrnillal, Verification of Field
MeaSUl'OfTlenis and Compliance with Contract Documents.
Legend - Flevlew Actlon
1 No exceptions taken ❑
Distribution:
By (Print)
Data
initial Review Completed
2 Nola marling ❑
by z�,.
Date //S �/(
g Cornmenls Allached -
Confirm_ ElRemark
4 Comments Allached -
Resubmil ❑
5 Rejected ❑
Engineering Support Group
Final Review
' P - Partial Submittal
C -- Complete Submittal
nelurned to Conifaclor
hl W
o c
9 rj
JAN-23-1996 13:47 ESD P.03
ff
ourai
Polyethylene Pipe HDPE
PHYSICAL PROPERTIES DATA 1192
JAN-23-1996 13:47 ESD P.04
Nominal
SDR 15.5 SDR 17
110 P.S.I. 100 P.S. I.
Average Minimum Average Minimum
SDR
80
Average Minimum
21
P.S.I.
SDR 26
65 P.S.I.
Po1eIilPIPC
monufoewrers of Post-c o,Pe ee. r
SDR 32.5
50 P.S.I.
AveragflSidee Minimum
Well; (IrD.At
Averht nlage Minimumlit
all l
ipne Size
{Ib./lt) Diameter TR kness
QQ
(IIII.itln) Diamesidter Thickness
11, ) Diameter Th cr niess
tit. ft)
Diameter nwknilless )
s)
Diinside ameter Thitknless
2"
2.06
t 53
.47
2.10
.139
.43
-
-
-
- -
-
- -
-
3"
3.03
.226
1.01
3,08
.206
.93
3.16
.167
.76
3.22 .135
.63
3.28 .108
.50
4"
3.90
.290
1.67
3.97
265
4.07
.214
1.25
4.15 .173
1.02
4.22 138
.81
5,375"
a.66
.3a7
2.42
4.72
II1.53
.316
2.18
4.85
.256
1.79
4.95 .207
1.45
5.04 765
1.17
5'
4.82
359
III
2-54
4.89
.327
2.34
5.02
265
1.91
5.12 214
1.56
5.22 .171
1.26
„
5.75
.427
3.61
5.84
.390
3.32
5.99
.316
2.72
6.t1 .255
2.22
6.21 .204
1.79
7.125"
6.17
.462
4.26
6.26
.4,19
3.813
6.43
.339
3.14
6.56 .274
2.57
6.67 .219
2.07
8"
7.48
.556
6.13
7.6t
507 I
5.62
7.80
.411
4.61
7.96 -332L3-76
8,09 .265
3.02
1 0"
9.32
.694
9.61
9.48
.632
8.73
9.72
.512
7.15
9.92 .414 I
5.84
10.08 .331
4.71
12"
11.06
.623
13.38
11.25
.750
12.28
11.53
.607
10.06
11.76 .491
8.20
11.96 .392
6.61
13.38"
11.60
.863
14.95
1 1.76
.787
13.52
12.07
.637 111-08
t 2.32 .515
9.03
12.53 412
7.28
14"
t2.14
.903
16.14
12-35
.824
( 14,81
12.66
.667
12.13
12.92 .539
9.90
13,13 .431
7.98
i 6"
13.87
1.032
21.07
1 a.06
.9a1
19.33
1 a.a3
.762
15.83
1 a.73 .615
12.91
14.99 I 492
10.41
1 8"
15.61
1.161
26.67
15.82
�124.46
16.24
.857
20.03
16.57 692
16.34
16.86 .554
13.17
20"
17.34
1.290
32.92
17.58
1.176
30.20
18.C4
_952
24.74
18.42 .769
20.18
18.73 .615
t 6.27
21.50"
18.64
1.387
38.10
18.89
1.265
34.97
19,39
1,02d
28.67
19.80 .827
23.39
20.1d 662
18.88
22"
19.08
1.419
39.74
19.33
1.294
36.55
19.84
1.048
29.94
20.26 .846
24.41
20.61 .677
19.69
24"
20.81
1.548
48.09
21.09
1.412
43.49
21.65
1.143
35.63
22.10 .923
29.05
22.48 .738
23.42
26"
22.54
1.677
56.44
22.94
1.529
52.08
23.52
1,238
42 774
24.00 1,000
34.88
24.40 .800
28.25
28"
24.28
1.606
65.46
24.71
t,6d7
59.80
1.333
49.06
25.8d 1.077
40.08
26.27 .862
32.32
30"
26.01
1,935
75.15
26.47
1.765
68.68
F27-
1.429
56.34
27.69 1.154
46.05
28.15 .923
37.11
800MM 27.31
(2.032)
83.20
27.78
1.858
76.24
28.48
1.505
62.62
29.06 1,215
51.12
29.55 .970
41.10 r^
All weights are calculated in
accordance
with PPI-TR-7.
Reference ASTM standard F7-14 /
D3035
for pipe specifications &
dimensions.
JAN-23-1996 13:48 ESD
P.05
POLYETHYLENE FEATURES AND BENEFITS
Polyethylene pipe is specifically designed to fulfill
the needs of industry. The following are proven, cost
effective applications for HDPE piping;
■ Acid Lines
■ Aeration
■ Caustic Lines
■ Chilled Water Lines
■ Cooling Water Lines
■ Corrosive Wastes
■ Dewatering Lines
■ Drainage Lines
■ Dredging Lines
■ Electrical Conduit
■ Fly Ash Lines
■ Gas Lines
■ Irrigation Lines
• Extractive Metallurgy
■ Mud Lines
■ Oil Patch
■ Sewer Lines
■ Sludge Lines
■ Slurry Lines
■ Tailing Lines
■ Water Lines
PHYSICAL PROPERTIES DATA FOR POLARIS
HIGH DENSITY, HIGH MOLECULAR WEIGHT
PE3408 POLYETHYLENE PRODUCTS_
Polaris polyethylene pipe is 10% to 30% lighter in weight
than most other piping materials of the same size. The
physical properties of Polaris polyethylene pipe make it a
natural for systems in difficult terrain where conditions of harsh
environment, caustic soil conditions and extremes of
temperature make other piping materials impractical and at
best short lived.
The flexibility of Polaris polyethylene pipe allows for
installation without the use of many fittings and assembly can
be done at a more suitable area for fusion. Pipe can then be
pulled to installation site and dropped into a trench or, if
conditions are impossible for trenching, pipe can be installed
above ground without fear of damage from ultraviolet attack,
corrosion, rot or rust.
The material used by Polaris Pipe Co. in the manufacturing of
high density polyethylene pipe products conforms to ASTM D-1248
is Type Ill, Class C. Category 5, Grade P34. The following
represents typical test values achieved at 73,41F according to
standard industry practice.
D-1505
Density (Black Resin)
0.955
g/cm3
0-1505
Density (natural resin)
0.944
g/cm3
D-1238
Melt Index (Condition E)
0.14
g/10min
D-1238
Melt Index (Condition F)
12.0
g/10min
D-1525
Melting Point (Vicat softening point)
2570
Fahrenheit
D-746
Brittleness Temperature
-180,
Fahrenheit
D-696 Thermal Expansion 0.8x10-4 in/in/°F
C-177 Thermal Conductivity 2.7 BTU-in/(M-hr-OF)
D-638
Tensile Strength Yield (2 in/min)
>3300
psi
D-638
Elongation at Break
800
percent
D-638
Modulus of Elasticity
120,000
psi
D-790
Flexural Modulus
140,000
psi
0-3350
Cell Classification
345434
C
D-2837
Hydrostatic Design Basis (HDB) 73°/100,000 hrs
1600
psi
D-2837
Hydrostatic Design Stress (HDS) 7311/100,000 hrs
800
psi
0-2240
Hardness - Shore D
63
—
0-1693
Environmental Stress Crack Resistance (ESCR), Condition C
>5000
Flo hrs
D-1603
Carbon Black
2%
min
The Inlormation herein Contained is based upon data believed to be thoroughly reliable, but no guaranty or warranty with re5pea to accuracy, completeness, or
product result is implied and no liability is assumed. Users should verify sultability for their particular use or purpose of any Information contained herein. In view of
the many uses of this material, and the dirrerent equipment and techniques used, we cannot guarantee results in specific instances. No statement contained herein
should be construed as a recommendation of license to use our products in a manner that would constitute infringement of any patent. a s e e [ R
16360 Roscoe Boulevard, Suite 120 / Van Nuys, CA 91406
(818) 893-1112 In California (800) 252-7473
pi� FAX (818} 892-0696
0 P ,0r, 8002 N.E. Hwy. #99, Suite 258 / Vancouver, WA 98665
Monufacturers of Plastic Pipe CO. (206) 695 0655
ti
TEST RESULTS ATEE
INSERT
• 16.5 PSIG for 10 minutes, no leakage. m
• 22" Hg for 10 minutes, no leakage.
• Back to room pressure.
• 22" Hg for 10 minutes, no leakage.
Reference Document: ASTM 3212.
Northwest Testing Labs, Portland, Oregon.
1991
• 28 PSIG for 5 minutes, no leakage.
Northwest Testing Labs, Portland, Oregon.
1990
"...FOWLER INSERTA TEE°APPROVED".
State of Oregon, Plumbing Advisory Board.
1982
SOME OF OUR CLIENTS
• Metropolitan Saint Louis Sewer District,
Missouri
• Scepter Mfg. Co., Ltd., Canada
• City of Seattle, Washington
• City of Sacramento, California
• City of Portland, Oregon
• Rehau Industries, Inc., Canada
• J.M. Stockton, California
• Plexco/Spirolite, Georgia
�r
Nov Technology /
at the job site. j
Distrib"Ied/Nepresenfed fly:
FOWLER MANUFACTURING CO.
P.O. Box 767
II Ishoru, Oregon 97123
503FJ57-2110
Fax 5031359-5417
f/,
State of the Art
InfiILralionilsxflltration
Fowler
Manufacturing
Company
C.J
A
0
m
rn
a
m
Designers & Manufacturers of
Infiltration /Exfiltration
Prevention Systems
& Equipment
Established in 1969 as an excavating company
and fabrication shop, Fowler Manufacturing has
been a pioneer in gravity flow pipe connections.
Combining new technology with down to earth
problem solving Fowler brings cost effective,
workable solutions to the job site. Frorn Fowler's
first strap on "sewer saddle" to the current line
of "INSERTATEE" hubs and coring equipment,
Fowler has always gotten you out of the hole
quickly while protecting your environment and
your investment.
Whether in the yard, on -site or in the hole,
FOWLER has the right combination of HOLE
SAWS, CORING EQUIPMENT and INSERTA
TEES to connect you to PROFIT.
• Ductile Iron
• Concrete
• Ultra Rib
• Clay
• Hobas
• Asbestos Cement
• Penna Loc
• Spirolite
• PVC
• Hi Q / TiteLine
• Vylon H.C.
• Polyethylene
• ADS N12
• PW Rib
INSERTA TEE Construction
Varies With Pipe "type and Size
For Pipe Not listed Contact Our Engineering Department.
NO>•E
size g
PVC HUB
A three piece service connection consistint
a PVC Hub, Stainless Steel Band, and Rub):
Sleeve. INSERTA TEE is compression Ft in
8 3r� .. epRE the cored wall of the main line, This meth(
BAND
RUBBER BOOT
INSERTA TEIE®
CORING MACHINE
DtitciEQ HOcx allows you to eliminate:
• Disturbing Bedding
• Clue/Straps/Epoxies
• Waiting to Backfill
• Pipe Flow Interference
• Sheering/Build up
Recommended for Concrete, Clay, Fiberglas, and 10" & 12"
INSHIRTA TEES Into All PVC and Polyethylene Pipe.
INSERTA TEE has been proven to be the
easiest and the most cost efficient side sery
connection method on the market today.
Use INSERTA TEE for all your 4" through
12" side set -vice connections because it:
• Eliminates Infiltration/Exfiltration
• Reduces IN HOLE time by at least 30%
• Installs in Wet or Dirty Environment
APPLICATIONS
• Manholes • Sanitary Sewers
• Storm Sewers • Specially Work
r
GJ
A
m
co
d
SPECIFICATIONS
PVC Hub ....................... D 3034 SDF
Rubber Boot ....................... ASTM G
Band.....................................301
Screw.................................... 30E
Housing ................................. 3010,
P . 06
JAN-23-1996 13:49 ESD
WrApe
Sewer and Drain Products:
Submittal and Data Sheet
Solid Wall Sewer Pipe, SDR35''
December 1994
ASTM D3034
Base
Minimum
Approx Wt.
Approx. Wt.
Nominal Average
Inside
Wall
20' Pieces
13' Pieces
Pipe Outside
Size m Diameter in
Diameter (n
Thickness in
b5100'
Ibs1100')
107
4 4.215
3290
.120
105
239
6 6.275
5.742
.180
234
427
e 8.400
7565
.240
418
677
1 10500
9.563
.300
6b4
12 12.500
11.361
360
933
952
1415
15 15.300
13.898
.437
1397
ASTM F679
Nominal Average Base Minimum Approx. Wt. Approx. Wt.
Pipe Outside Inside wall 20' Pieces 13' Pieces
Size (in) Diameter (in) Diameter (in) Thickness (in) (lbsf100') (lbsllo0'
18 18.701 16,976 .536 2080 2120
21 22.047 20.004 .632 2890 2948
24 24.803 22.480 .711 3658 3730
Notes: All sizes are available with integral gasketed bells; 4" is also available with integral solvent -weld bells.
Pipe Material: Pipe compound meets ASTM D1784, cell class 124548 or 123646- Gaskets meet ASTM F4T7.
Pipe Design: Pipe meets ASTM 03034 for diameters 4-45" or ASTM F679 for diameters 18"-24". All pipe has an SDR of 35 and a pipe stiffness
of 46 psi or greater when tested in accordance with ASTM 02412. All gasketed pipe joints meet ASTM 03212.
Agency Listings: IAPMO (UPC`i): Sizes 4"-15"
PWPipe Installation Guide for PVC Sewer Pipe. Installation instructions
Installation: PWPipe sewer pipe should be installed according to the
are also found on labels that are included on the pipe.
Testing: PWPipe subjects its sewer pipe to several ASTM tests, including dimensional compliance, impact resistance, flattening, stiffness, and
joint integrity.
Drainage Products
ASTM D2729 Drainline Pipe (available perforated or solid -wall)
Approx. Minimum Approx-
Pipe Average
pipe Outside Inside Wall Weight
�:- i diameter finl Diameter (in) Thickness (in) (lbsirl
_._ 3 ...
3,250
3.10
u ru
64
4
4.215
4'05
075
128
6
6.275
5-06
.100
SDR 35 Underdrain
Perforated
Pipe (tor solid -watt,
see PWPipe ASTM D3034 sewer pipe)
Average
Approx.
Minimum nimum
Wall
Approx.
Weight
Nominal
pipe
Outside
Diameter (in)
Inside
Diameter (in) Thickness in
{IDsl100'
Size in
.120
103
Notes: 1. All pipe Is sold in 10 foot lengths: 3" 02729 solid wall and SDR 35 perforated pipe are also sold in 20 foot lengths-
2. Alt pipe has integral bell solvent -weld joints.
Pipe Material: Pipe compound meets ASTM 01784, cell class 12454B or 1236413.
Pipe Design: Drainline Pipe: Solid wall.ard 4" perforated wall meet ASTM 02729. 3" and 6" perforated meet ASTM 02729 prior to perforation.
Underdrain Pipe: Pipe meets ASTM D3034 prior to perforation.
Perforation Pattern: All pipe perforations fallow the ASTM D2729 perforation specification of two rows of '�" diameter holes
with hole spacing of 5" center -tormenter. The rows of holes are 120° apart.
Agency Listings: Drainline Pipe: Solid wall pipe and 4" perforated wall pipe have IAPMO (UPCO) listing.
Underdrain Pipe: Pipe is listed by IAPMO (UPC'e) prior to perforation.
Installation: PWPipe Drainline and Underdrain pipe should be installed according to the PWPipe Installation Guide for PVC Sewer Pipe. The
pipe should be installed with the print line facing upwards to properly locate the perforations. -
Testing: PWPipe subjects its Orainiine and Underdrain pipe 10 several ASTM tests, including dimensional compliance, impact resistance, flatten-
ing, and stiffness.
PACIFIC WESTERN EXTRUDED PLASTICS COMPANY —1
P.O. Box 10049, Eugene. Oregon 97440 I
(503) 343-0200 FAX (503) $86-9247 _
JAN-23-1996 1:3:50 ESD
P.09
.�'' S. '..}ti;:. :�.� 1': A, y. ,!�.. ice' �'.1 .C.i:_'i�1 =_r "3 �.:"-�'�•
LM ".1 sHoiRr FORn� - �5s
.
. —
1.0 Poly (Vinyl Chloride) PVC Sewer Fittings shall be manufactured in accordance with either
ASTM D-3033-79 SDR 35, SDR 41, or ASTM D-3034-78 SDR 42, or SDR 35_ 61I95, TZ
2.0 The purpose GPK fittings are to convey municipal sanitary and industrial wastes, storm water
run-off and many other solutions. They are designed to be used in a gravity flow and low
pressure application not to exceed 25 PSI.
3.0 Chemical Resistance GPK fittings will not be affected by sewer gases, particularly hydrogen
sulfide, nor sulphuric acid which is the usual result of chemical waste, when combined with
water.
4.0 Marking GPK fittings shall be marked with ASTM number, applicable size, IAPMO letters and
company name.
It shall also have a code number as to the date manufactured.
5.0 Testing GPK recommends a test after installation of either low pressure air or a water
infiltration-exfiltration test. The allowable leakage would be as follows:
5.1 Air Test
Not over 3.5 PSIG with a possible drop to 3.0 PSIG, the minimum time shall be not more
than the following,
4" — 21h minutes 8" — 5 minutes 12" — 71/2 minutes
6" — 4 minutes 10" — 6 minutes 15" — 9/2 minutes
5,2 Water Test
When testing for exfiltration the average internal pressure shall not be greater than 5 PSI
and at any part of the total system shall not be under any greater pressure than 10.8 PSI or
(25 tt. head). The maximum water loss allowance shall not be greater than 50 gallons per
inch of pipe diameter, per mile, per 24 hours. Infiltration testing shall be the same
allowable as the exfiltration allowable.
6.0 Deflection Test The maximum allowable pipe's fitting deflection should be 71/2%. Testing for
this is unnecessary when using proper construction practices and inspection during pipe and
fitting installation. It may be used when unstable trench walls or bottoms, heavy rainfall, frozen
soil, high ground water levels, deep lines, or difficulty in attaining compaction is possible. A
television camera or a "gonogo" gauge are some devices used.
7.0 Backfilling and Tamping Backfilling should follow closely after assembly of pipe and fittings
7.1 Backfilling with proper material is important for side support which enables pipe, fittings
and soil to work together to meet designed load requirements. This eliminates deflection
and shear breaks due to heavy loads. Approved material shall be used and properly
compacted continuously above and around the pipe and fittings as well as between the
fittings and trench wall.
A cushion of approved material up to a minimum of 12" over the fittings and between the
trench walls shall be done in accordance with the engineer's specifications.
7.2 Tamping This shall be done by hand tamping of the embedment material between the
trench wall of the service line fitting and riser connection. Tamping can also be done by
mechanical tampers or by using water to consolidate the embedment material. Extreme
unstable ground conditions may require wider trench to enable you to compact a larger
area around the pipe and fittings to the density consistent with the original ground surface
conditions.
9 G3
r)
co
W
°"W°"*f Or, PRU-FITT [NC.
M m(n LUPLICArE THIS CAAVIFG
U
ADAPTER
,Description: 8° ADAPTER
Material: PVC
Conf ur ton: F-IP T X S
Requirements: FIPT X SDR35
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SCALE DRAVING
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8.
7.25
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4.00
MD FOULER
ATIN CAROL
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JAN-23-1996 13:51 ESD
Tyler Pipe
Subsidiary of
Tyler Corporation
CLEANOUT PLUG
r A -�
,
A LOW SQUARE HEAD C HEAVY HIGH SQUARE
Southern Code Salt Lake, Sacramento, Oakland Code
I IPS
A
8
C
Weight
1/16
� 1
+/li
8/
�/
1
.2
2
''/I 6
1/, .
7/16
.3
21/1
1
S/t.
7/16
.4
i 3'/,
1'/.
%
1/2
.8
A
]'h7
%
'/)
1.0
6
1 %
!,
%
2.3
1 'l.
'l7
'l.
3.5
,
H FOUR LUG FLANGED
Minneapolis Code
IPS
B
C
Lugs
Weight
7/t 6
''/t.
2
.8
I 2
'/,
2
1.3
Th
1/1
%
4
1.8
3
'/,
%.
4
1.9
3'/7
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%
4
2.1
l 4
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4
2.8
5
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4
4.0
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1
4
5.1
IPS A B C Welght
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Ohio Code
IPS
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.5
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1'/7
1.6
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'/.
2.4
10
2% 1
'/.
6.5
�RA55 PLUGS �
r -a-
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DE LOW SQUARE HEAD
Detroit Coda
IPS
A
B
C
Weight
2
1
1/7
17132
/77
.4
3
1 '/,
.
2 %2
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1.3
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2.4
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2.9
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IPS
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Weight
} 'g
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10
2-20 Tyler Pipe/Soil Pipe Division a P.O. Box 2027 • Tyler, Teas 75710 • (9031982.5511 • FAX (903) 882-7043
9.27 -92
JAN-23-1996 13:51 ESD
P.12
COUPLINGS
�® Part Number Chart
4)
Fernco Flexible Couplings (#1056 Series
CAS IROrP
PLASTIC. COP
Adapt To These outside Pipe Diameters STEEL OR L
Ft all of These Drain Pipe Materials. -
OUTSIDE PIPE DIAMETER CASTOiROCest Iron Soi! Pipe MATERIAL PLAsnc; R Lnn 4n $T£EL OR LE Lra Heavy (Xli)Y4 2. 3 i
• Service Weight (SV)
• N0 Hub (NH)
Steel Pipe, Schedule 40
Copper Pipe
Lead Pipe
Plastic Pipe
• ASSIPVC, DWV (Schedule 40)
• ASSIPVC, Schedule 30 (Thin Wall)
• ABSIPVC, STYRENE, Sewer & Drain ASTM 2729
• PVC Sewer & Drain ASTM 3034 & SDR 35
• PVC Sewer d Orain ASTM 3033 E SDR 41
CAST IRON
EXTRA HEAVY
-
-
2.38
3,50
4.50
SERVICE WEIGHT
-
-
2.30
3.30
4.30
NO HUH
-
1.90
2-31
3.31
4.38
PLASTIC, ABSIPVC.
(DWV SCHEDULE 40)
1.15W
1.9m
2.375
3.WO
4,500
PLASTIC, SEWER &
DRAIN
-
-
-
1,250
4.215
COPPER
1.375
1.625
2.125
3.125
4.125
STEEL
1.660
1.9m
2,373
3 500
4.500
LEAD
1.525
1.930
2.354
3.2W
4 250
1056.125
1056-1 s0112s
1056-150
1056-215
1056-22
1056-315
1056-32
1056-33
1055-415
1056-42
1056-43
FO5
4
5
3
45646
��
CUT
CLAY
CASTOiRON
OR PLASTIC
CI.A�
ASBESTOS
CEMENT,
FIBRE
OR
DUCTILE IRON
CONCRETE
CONCRETE
lwj
CONCRRETE
QCRAPTL RON
OR RUOCTILEASBESTOS
CEMENT FIBRE
TO
CASTIRON
OR PLASTIC
TOS
7ES
p�pE
SIZE
1001.44
1001.54
1001-55
1001-64
' 1001-65
1001.66
--
1001.86
1001.88
' 1001-10-8
1001-1010
' 1001-1210
1001-1212
'1001-1512
1001-1515
1001-1818
1001.2121
1001-2424
1001-2727
1002-43
1002-44
1002-54
1002-55
1
1002.65
1002-66
1002-86
1002-88
' 1002-10-8
1002-1010
' 1002-1210
1002-1212
11002.1512
1002-1515
'1002-1818
' 1002.2121
'1002.2424
' 1002-2727
1003-44
-1003-54
1003.55
'1003-64
' 1003-65
1003-66
' 1003-85
' 1003-86
1003-88
' 1003.10-8
' 1003-1010
' 1003-1210
1003-1212
'1003-1512
100315t6
'1003-1818
1006-43
1004-44 1006.44
'1004-64 '1006 64
' 1006-65
1004-66 1006.66
' 1004-86-1006-86
1004-88 1006-BS
' 1004-10-8 ' 1006-10-8
1004-10-10 1006-1010
1004-1210 21 1210
1004-1212 1006-1212
1004-1515 ' 1006-1515
1004-1818 '1006-1818
1004-2121 ' 1006-2121
1004-2424 11006-2424
1004-2727 ' 1006-2727
n rI11,MOT r-A11 Tr)l
' 1051-43
1051-44 1055.44
1051-54 ' 105!
1051-55 1055-55
105t-64 1055-64
1051-65 1055-65
1051-66 1055-66
' 1051-86 ' 1055 86
1051-88 1055-88
' 1051-10-8 ' 1055-10-8
1051.1010 1055.1010
' 1051-1210 ' 1055-1210
1051-1212 1055-1212
1051-1615 '1055-1615
'1051-1818
I rRFF 1-900-521.1293.
4 x 3
4 x 4
5 x 4
5 x 5
6 x 4
6 x 5
6 x 6
8 x 5
8 x 6
8 x 8
10 X 8
10 x 10
12 x 10
12 x 12
15 x 12
15 x 15
16 x 15
18 x 18
21 x 21
24 x 24
27 x 27
OTHER SIZE & MATERIAL GUMMINi kl iUwo -W�� -- ----- - -
SUPPLIED WITH REDUCER.
FOR CONNECTIONS TO HUB, BELL OR SOCKETS, SEE DONUTS ON PAGES 15.26
1056-10-8 -
1056-1010
1056 2210
1056-1212
1056-1512
1056-1515
'1056-1815
1056-1818
1056-2121
1056.2424
1056-2727
1 Ys x 1 Y4
1 V2 X 11/4
11h X 11/2
2 X 11/2
2 x 2
3 x 11/2
3 x 2
3x3
4 Y 11/1
4 x 2
4 x 3
4x4
5 x 3
5 x 4
5x5
--;-x -3
6 x 4
6 x 5
6 x 6
8x4
r
18 x 15
18118
21 x 21
24 x 24
27 x 27
TOTAL P.12
CITY OF RENTON
Earl Clymer, Mayor
June 8, 1995
Richard Barge
Hobas Pipe USA, Inc.
8005 Shetland Drive
Bakersfield, CA 93309
Planning/Building/Public Works Department
Gregg Zimmerman P.E., Administrator
SUBJECT: METRO'S CEDAR RIVER TRUNKLINE PHASE HI
UTILIZATION OF HOBAS FIBERGLASS PIPE
Dear Mr. Barge:
Per our recent telephone conversation, the City has evaluated the use of the Hobas fiberglass pipe
for use on Metro's Cedar River Trunkline relocation Phase III project. The City takes no
exception to the use of this product for either the open cut work or for tunneling work from an
aquifer protection standpoint. Metro will be responsible as part of their design process to
determine the acceptability of this product for their use as a sanitary sewer facility.
If you have any questions or require additional information, please contact me at (206) 277-6212.
Wastewater Utility Supervisor
H:DOCS:95-504: DMC:ps
CC: Lys Hornsby
John Hobson
Mann -Ling Thibert
200 Mill Avenue South - Renton, Washington 98055
6) This paper contains 50 % recycled material, 25 % post consumer
y-ai-q5
King County / Department of Metropolitan Services
Exchange Building • 821 Second Avenue Seattle, WA 98104-1598 • (206) 684 - 2100
F_ACSINIILE TRANSMISSION COVER SHEET
DATE SENT: 4 17- 1 /'75—
TRANSMITTED TO: J-014Al / T O f4X25/j
TRANS1vIIrrED FROM: M#CAI -- Z t Al dj TN 1 B�e i
(Name) (Mail Stop)
6g� _/79
(Phone)
FACSIMILE TRANSMISSION NUMBER: (206) 684-1710
# OF PAGES TRANSMITTED:
(including cover sheet)
PROJECT: Z �D� EG
ARMS/TASK #:
SUBJECT: S'UeMlTi,gL NO. 0/4 PU
I
NOTES: PC �rV 1 �S
T0'd QSS OS:60 S66T-TZ-2idd
&"'*METRC3
King County I Department of Metropolitan Services
Exchange Building • 821 Second Avenue • Seattle, WA 98104-1598 • (206) 684 - 2100
DATE SENT:
FACSIMILE TRANSMISSION COVER SHEET
41-/Z1/9�-
JD 'q '--1 o .5 � l r ` o�
TRANSNI IT D FROM: 141UAI f L l'A.1j�-Y / ga r
(Na-me) (Mail Stop)
6g� -6 79.E
(Phone)
FACS2VITLE TRANSMISSION NUMBER: (206) 684-1710
OF PAGES TRANSMTITF.D: -�
(including cover sheet)
FOR INTERNAL USE ONLY:
PROJECT: ���g1vkk t
ARMS/TASK *:
�o 0�5 �L�XrBtF Gov�t-��✓Gif
SUBJECT: sU6A4 / T 1-4 (_
NOTES:
te'd Qs3 zs:et s66t-Tc-add
Review of Contractors Information
Engineer's review is for general conformance with the design
concept and contract documents. Markings,or comments shall
m not relieve the contractor from compliance with plans and
c� specifications nor any requirements of the Contract Documents.
The Contractor remains responsible for details and accuracy,
for confirming and correlating all quantities and dimensions, for
selecting fabrication processes, for techniques of assembly and
for performing his work in a safe manner.
Engineer's Review Routing Initial Date
No Exceptions Taken
Note Markings ❑
I Rejected 111 1 1 1
Comments Attached ❑
I
Response Required of Contractor
Construction Division Use Only
wConfirm ❑
Reviewed Copies To:
Date
Constr. Division Files
Resident Engineer
Contractor proj. Eng.
CA
m
Resubmil ❑
In
m
m
N
I
IL
Q
k!
Comments
A/o .
I Ito Owh JW90j
METRO
/ J
Frank Celuccio Conetrudion CompwW Submittal No. �f
ARlM LL rin 1 t*— r:nn L %U— t—1,
CEDAR RIVER TRUNK - PHASE; 11 S*AM*, w.enin0an 96119 Dete
CONTRACT NO. W/M 7-94
Submittal/Transmittal Subcontractor or Supplier: �,L— VV ULkTL+Y�
This Section To Be
This section to be completed by Contractor Completed By METRO
Item No_
Spec. Paragraph
Drawing
Bid
Item No_
Contractor's
Catato /Drawin No.
Description of Item
Copies
Submitted
Review
Action
Notes
/
6:;, Pc-r,-tom
Contractor certifies to review of Suhniittal, verification of field
measurements and compliance with Contract Documents.
HY
Legend - Review Action
1 NoExcepbonsTaken
2 Note Markings
3 Note Cornnients • Confirm
4 Now Comments - aesubnutll
5 R.ejected-Resubnut
By (Initial) Date
J%
Received:
Review Completed:
Returned to Contractor:
Hearks:
,q j �
fj �!/ f
APRQ
f 8 1995
Cn ' I'll 'Y,ISI 7 [;IV ON
$;{1 L�irE Oi=FICE
b0'd 70101
Pacific Water Works SuPPIY �O•� lnc. part Number Chart
yrr..n= T MC VYd1e' W prk5 tn4"siiy 51nGe 1917
piP1 vALVES 7TTTIh1CS
�.+vcif 1s`Cr:srS
SEAM Si7 li��ni.�. 6"19>L�.a�tinCOAt. ��r�t�17 As�tr•�nn
-�4,L`lieir.S•• p, wpp.011lfSlS y�A•• 1
Sr'a=RDD1D QOH aaS.T7?� 6DGiY r7E
CAWT C".r61 ]iYYS
�y1T011i-Re1ST.F�52.73� .'--i-tdlPr�1�•�9SE0
Fernco Flexible CouplingS (�7056 Series)
1 Adapt To These Outedae P]pe Diameters
Ft all of These Drain Pipe M.eteti815- =- - f O��E piPF- DIAMETER
Ust Iron SoII Pipe L&A=.IAL 11A' 1% 3" 4"
- '- • EEra Heavy (1
• Seeviee weig r
CASS IRON
• No Ht✓a (W)
-
Steel Pipe, Schedule 40
S=w'MK-, -
Copper Pipe
NO HUE --
- Lead Pipe
+woe
Sr-KMU E 401
Plastic Pipe
pNSTM. SLwEEA a
• ASSMVC. DWV (Scie4uir 40)
OMN -
• A&VPVC. Schsdtst W (-iti.� wall)
COPPER 1 Yrs
• AE JPVC, STYPENS Selrer S Drain ASTW- 2724
S= UND
• FVC Serer a Drain ASTM. 3034 a SDA 35
LEAD 1�
- PVC Sewer & DraLn ASI-Al 2= S SOR 41
238
2_r D
• 3D
230
am
&X
1 PD
2-31
'.31
4.ee
1.9w
23/B
z4.00'
a =0
-
-
37a
4ZZ
1B5
2.1z
3.=5
•-12L
1jec
2-V5
35W
1_ton
235•
S?SD
A.zo
CASTM� ON.
P PPM
�ryDo LEAD
TO
CAST sST atom.
PUAS r1- COF PUL
STEEL OR LEAD
SIZE
1056125 {1 VA X 1 Vi
7 Q5fr 150nzs
13+� x 1 V4
1056-150 IA Y 1'12.
1 o36.215 2 X 11/z
1056-22 { 2 z 2
1056315 3 x Ty,
1056-32
3 x 2
105r-, 3 J
3 x 3
105&415 { 4 x 11/2
1056-42 4 x 2
1056-43 { 4x 3
105&A4
4 x 4
' 1055-53
5 x 3
1056-54
, 5 x 4
1055.53
5 x 5
' 1058.53
{ 6 x 3
1055.64
{ 5 x 4
1055-F-z
6 x 5
1055-65
6 x 6
71 o3684
8 x a
lass-86
s x s
1056.10-8
lox 8
1 p56.1010
10 x 10
105E-1210
{ 12 x 10
1056-1212
12 x 12
1056-1512
1b x 12
10561'1515
15 X 15
'10561815
18 x 15
i 055-1 sl e { 18 x 18
5&2121 21 x 21
56-2424
r
24 x 2=56.2727
j 27 x 27
L____
►T
CL0.T
CLOT _ GOli��tr-T
O
CONGEiE
: O
ASBESTOSz
C
OS
$TFS
PIPE
CLAY
"-IRON
TO
sss�sres GCw[ASTr
crsTOtOM
OR PL�9�
Oi3VON
OR DUCTILE
IRON
OR PLAS7L
t ��.
TO
TO
SIZE
r>�OR
ate
t,c;ff
4 x 3
100213 {
{ {
1006-43 {
-1051-43 {
< x 4
100 i 44
1 oJ2�4
t 00.i-44 1004 44 1
1�6-44 {
1051-44 {
1055 4
' i 003-54 {
{
1051-54 {
' 1 Qa5 54
o x 4
100 ;->4
1002-54
1001
loos-55
1003-as {
10.1-5
1055-55
S X
S x 4
1 p01-64 ; 2
' 1003-6G • 1064-64
' 1005 b4
1 D51$4 (
1035.64 l
6 x 5
' 1001.65 1002-65
1 " 00-,1-65 1 1
•1006.53
1051
1 os5.85
5 % 6
1001-66 { 1002-56
{ 1003-55 { 1004-66 i
10051-66 {
1051-66 {
1055-66
8 x 5
'1003mez
i
8 x 6
1001.66 { 1002--85
•1003.86 •10o4-Ss
{ - ,OD :86
'1051-8S
' 1055-86
8 X 8
{ 1001-88 1002-W
1003 88 iQ04-8@
{ 10 88
1057-58
1mm
10 x a j
1001-10 6 ' 1002-10-8
1' 1004-10-8
1 -100o-10-6
' 1057.10•S
1035.10-8
10 x 10
1 1001-1010 1002-1010
-1003-1010 f 1004-1D-10
1006-1010
Fi051-1010
1 1055-1010
12 x 1()
' 1001-1210 1.1002-1210
' 1003-1210 1004-1210
-1006.1210
' 10b1-1210
0P55-1210
12 x 12
1001-1212.1 1002.1212
1003-1212 1004-1212
1006.1212
1051-1212
1055-1212
15 x 12
1001-1512 I'10C2-1512 {'10031512
13 x 15
1001-1515 1DOZ-1515
1051-1615
16 s Is
{ {
{
18 x 18
1001-1218 {'1002-1818 1-10031BIB i 1004-1518
-1006-1818
-1051-1918
1
21 121
10D1-2121 '1002-2121 } { 1004-2121
{-100S-2121
{
}
24 x 24
1001-2424
1 -1002-2424 1 1004-2424
} -100S-2424
{
27 x 27
1001-2727
•1002-2727 '� 00�27 27
1 • 1 D06-2727
C %Hn SIZE & NIAT RL4_1 COMBINA710N IS AVALA3LE ON iwcUU`.J I. GALL I VLL rn==
'S;JPPUED vam R=DUCER, r--' �-
FOR CONNECTIONS TO HU3. 65LL OR SOCKETS. S = DONUTS ON PAGES 1324. � � - � • � c��� � AS-
b0'd QS3 VS:OT S66T-TZ-add
METRO
C CEDAR RIVER TRUNK - PHASE lI
CONTRACT NO, WIM 7-94
ubmittal/Transmittal
This section to be cocul
!m No. Spec. Paragraph Bid Contractors
Drawine Item No. Catal Drawi ng No_
Frank Cohmao Comvuabm corrprry Submittal No.
9e00 McAn ludw King Jr. Way Sourr
2L�—
Sea". Wuhinglon Setts Date /N Cjy /
Subcontractor or Supplier: Ac.4 k L
leted by Contractor
Description of hem
Q
7tractor certifies to review of Sul),11ittHl, verifleaLiott ol'fielcl
Legend -Review Action
w
asureinents and compliance with Contract Documents.
1 No Exceptions Taken
Date S
.narks:
2 Note Markings
13
CID
In
0
�
'
APR 1 8 1995
3 Now Comments - Confirm
m
G
r.
U i li
u�," ' LLL11 � OFFICE
4 Note Comments - Resubnut�
I
N
5 Rejected - Resubmit
I
Q
This Section To $e
Completed $y mk7 w
Copies Review
Submitted Action Notes
Received:
Review Completed:
Returned to Contractor.
By (Initial) Date
J-M PIPE
Pacific Water Works Supply Co., Inc.
Serving The Water Works Indust -Since 1917
PIPE VALVES FITTINGS
S"rr P TACONA W F OSWET30 11OO 10"BILLE TUCTIS
21M su Aw. Sa 7M1 Limb Aw. 16a 7M+SL 1M IF. Oh
LYT1I8, WA N1i1 TAMe6. TAA SM24 W Oh-00, C)A P 11 WG=FW .. WA 21MTj POWD. WA M=
061 Z7-am QW 30411AS QL;L /10 OM 48 =4 O1 S/7.74 t0
We. Toll Free 14MS52.7394 • Alaska Toll Free 74j)D-426aM
Ring -rite° PVC Gravity
Sewer Pipe and Fittings
b0'd QSS 6S:60 S66T-TE-ddd
Ring -rite PVC
Gravity Sewer Pipe
and Fittings
Ring-Tlte joint meets
exacting tightness
re(
as:
�/�N
Spigot pipe ends are
s::oplied from taaory with
"Locked -in" rubber sealing
bevels.
ring provides tight, flexible
seal. Meets requirements of f
ASTM 0-3212—"Joints for
Drain and Sewer Pipes
�f using Flexible Elastomeric
The Dell is an integral pars
Seals."
of the pipe section -in the
Figure 1
same strength.
Meets ASTM
D3034-SDR 35 4'-15' and
ASTM F679 18' - 27'
Introduction
The crowing demand for an
effective all-out aaack on
water pollution highlights tree
need for improved sanitary
sewage collection systems.
A modem system needs
pipe wo improved oesign
for reserve strength and
stiffness to increase load -
bearing capacity - all within
the framework of rnaximeng
sewer system capacity at
reasonable cast_ Ring -cite
PVC sewer p-oe is dasigned
to meet this need.
Applications
J-M PVC sewer pipe is
suitable for conveying
acmestic sanitary sewage as
well as certain inCustrial
wastes. For further
informaDon regarding the
suitabTrty of PVC for con-
veying venous chemicals.
contact your J-M pipe
representative.
Advantages
1. Chemical Resistant
J.M Ring -rite PVC sewer
pipe is unaffected Dy the
fluids found in ordinary
domestic sewage. It is
immune to sewer cases and
the sulfuric acid generated
by the =repletion of the
hydrogen suffice cycle. It is
immune TO cordsive soils —
both alkaline or acidic.
Z Abrasion Resis:an::
J-M Ring -rite PVC sewer
pi0e nas exceilent
rF--istance to abrasion,
Qcucing and scoring—
suoenor to that Of nos:
common piping materials_
3. Raw Characteristics:
J-M Ring -rite PVC sewer
pipe with long lengt ts,
smocvi interior, and faictory-
mane dose tolerance joints
provides a Manning "n"
coefficient of .009_ High-
carrytng Capacity m2Kes
posssiVe Cie use d: flatter
grades or smaller diameter
pipe_ Ask your J-M sates
representatrve for a flow
nomograph and Vie report
..Hydraulic Characteristics of
Pv�. Sewer Pipe in Sanitary
Sewers," a joint study cy
Jonns-Manville and Utar:
State University.
Throuah research and
tec-inology we proudly offer
" Iocked-in" rubber ring
PVC sewer pipe. This
factory -made ioinl eliminates
the need to insert rings in
the field. Joint design and
ciose manufacturing toler-
ances allow this joint to pQ4s
a 25 psi hy0rostWIC test in
the laboratory and provides
the basis for exacting
infiltration/ex filtration
specifications. Be secure in
the future by designing with
J-M Ring -rite PVC sewer
pipe with low infiltration —
specify infiltration not to
exceed 50 gallons/inch
diameter/ mile/day-
Call for ASTM D-3034
SDf335 with 20h More
Wail Thickness in 8, 10, 12
and 15-inch sizrs—
Provides Greate, External
Load -Carving Capacity.
This allows for the cesaan
and construction of PVC
gravity sewer systems
(4--15-) consistent with best
eneineenng practices. A
uniform minimum ..pipe stiff-
ness." (17/ ; t = 46 psi)
mea^s no weak links. It also
means that J-M PVC sewer
pipe in 8. 10, 12 & 15'
diameters has so to 75
percent greater pipe stiff-
ness than SDR 42 and
SDR 41 PVC sewer pipe.
This increased "pipe stiff-
ness" provides the extra
needed at that crrtical time
when the pipe is firsi being
installed in the trench and
undergoing beading and
bacicfill.
c
So'd QSE 00:21T S66T-TE-z1dd
Prism' Loads on
Flexible PVC
Sewer Pipe
(lb./lin. ft.)
Height Soil
of Cover Wt.
Feet lb/ft3
100
3 110
120
130
100
4 110
120
130
100
5
110
120
130
100
6
110
120
130
100
7
110
120
130
100
8
110
120
130
100
9
110
120
130
100
10
.10
120
130
100
t1
_ 110
120
130
100
12
110
120
130
100
13
110
120
130
100
14
110
120
130
90'd
Pipe Diameter (Inenes)
4 6 8 10
105
157
210
263
116
173
231
289
126
188
252
315
137
204
273
341
141
209
290
350
155
230
308
385
169
251
236
420
783
272
364
455
176
262
350
438
193
288
385
481
211
314
420
Ez
228
340
455
569
211
314
420
525
232
345
462
578
253
377
504
g30
274
408
546
683
246
366
490
E13
271
403-
S39
G74_
295'
439
588
-as
319
476.
637'36
281
418
560
700
309
460
616
770
337
502
672
840
3E5
5114
728
910
316
471
630
788
348
515
693
866
379
565
756
945
411
612
B19
1,024
351
523
700
875
SE
575
770
963
421
628
840
1.050
456
680
910
1.138
386
575
770
963
425
633
847
1.059
463
690
924
1,155
502
748
1,001
1.251
421
628
840
1,050
464
690
924
1.155
505
753
1.008
1.260
548
816
1.092
1.365
456
680
910
1,138
503
74E
1.001
1251
548
816
1.092
1.365
592
884
1,183
1,473
491
,32
980
1.225
541
805
1.078
1.34E
690
879
1,176
1,470
63S
952
1..-;'f-
1.593
R
S
Y
0
A
0
12
15
18
21
24
27
313
383
468
551
620
699
343
421
514
606
681
769
375
459
561
661
744
838
406
497
607
716
806
908
417
510
623
734
eZ7
932
458
581
685
808
909
1.025
500
612
748
882
992
1.118
542
663
810
955
1,075
1211
521
638
779
918
1=3
1.165
573
701
857
1,010
1,137
1.281
625
766
935
1.102
1.240
1.397
677
829
1.013
1,194
1,343
1.514
625
765
935
1.102
1.240
1,397
688
842
1.028
1213
1,364
1.537
750
918
1.122
1,323
1.488
1.677
813
995
1 215
1,433
1,612
1.817
729
293
1.091
1286
1,4G7
1,630
802
982
1.120
1.414
1.591
1,793
975
1.07T
1,309
1.W-
1,736
1.95e
948
1.160
1.419
1,67Z
1.881
2.119
834
1.=
1.247
1.470
1.653
1.863
917
1.122
1.371
1.617
1,819
2.050
1,000
1.224
1,496
7,763
1,984
Z.236
1.084
1.326
1.820
1.911
2,1a9
2.422
938
1.148
1.4-02
1,653
1,860
2096
1,032
1262
1,543
1.819
2.046
2-306
1,125
1.377
1,683
1,984
2232
2515
1,219
1,492
1.823
2,150
2,418
2.725
1.042
1275
1,558
1.837
2.066
2.329
1.Ia6
1,403
1.714
2021
2273
2.562
.250
1.530
1,870
2205
2480
2.795
1,255
1.656
2025
2.38E
2687
3.028
1.146
1,402
1.714
2.02'
22T _
Z.562
t2St
1.543
1,886
2
2.501
2.818
1.375
1,683
2057
2.422
2728
3.074
1,490
1,823
2.229
2.627
2.955
3.321
1.251
1.530
1.870
2-205
2-480
2.795
1,375
1,683
Z 057
2.425
2.728
3.074
1-500
1.836
2.244
2.W
2.976
3.354
1.626
1.989
2,431
2.866
3.224
3.633
1.355
1.6m
2.026
2.328
2687
3.028
1.490
1.823
2229
2627
Z955
2.231
1.625
1.989
2.431
2.866
3.=
3.6:3
1.761
2.155
2-634
3.105
3.=::
3.936
1.459
1.785
2_182
2.572
2.89-
2,261
1.605
1964.
2.400
2.829
3.1E
3.567
1.751
Z. 1-2
2.518
3.086
3 4-2
' 913
1.896
=.::21
2126
3.344
3. f 61
_,?9
QSE
00:2T
S66T-T�-�idd
C
Prism Loads on
Fiexibfe PVC
Sewer Pipe
(lb./fin. ft.)
Cont.
Height Soil
of Cover Wt.
Feet lb/112
100
15 110
120
130
100
16 110
120
130
100
17 110
120
130
100
18 110
120
130
100
19. ?10
120
130
100
20 110
120
130
100
21 110
120
130
100
27 110
120
130
100
110
23
120
130
100
110
24
120
130
100
110
25
120
130
Pipe Diameter (lncnea}
4
527
580
632
584
552
61B
574
730
597
657
716
776
632
696
7S8
827
G6'i
734
800
867
702
77'r
842
913
737
812
885
958
772
850
927
1.004
807
B89
969
1.Od9
842
9z'
1.011
1,Q95
E78
966
1,Q5:
1,141
6
8
10
12
15
18
785
1,050
1.313
1.563
1.913
Z338
863
1,155
1,444
1,719
2.104
2-571
941
1260
1.575
1.876
2295
2.805
1,020
1,3E5
1,706
ZC32
2.486
3.039
837
1.120
1.400
1.667
2.040
2.493
920
1232
1,540
1.834
1244
Z.743
1.004
1,344
1.680
2001
2-"8
2.992
1,058
1.456
1,820
2.167
2.652
3.241
889
1,190
1,485
1.771
2168
2.649
978
1.309
1,636
"_949
2.364
2914
1.067
1.428
1, 7 85
"126
2601
3.179
1,156
1.547
1,934
2-303
2818
3.444
941
1260
1.575
1.876
2295
2,805
1,025
1,385
i ,733
2.063
2-525
3.085
1.130
1,512
1.890
2.251
2.754
3.366
1.224
1,£38
2.048
2.438
2.96d
3,647
994
1=0
1,663
-..S80
Z423
29C1
1,09a
1.463
1,829
2.178
2.6E6-
3257
1.192
1596
1.99E
2-376
2407
3.sw
1292
1,72c
2161
2574.
3,148
3.549
1.04.6
1,400
1.750
2-084
2.550
3.117
1,150
1 ys0
1.925
2292
2.805
3.42B
1.255
1,680
2.100
Z501
3.060
3.740
1,360
1220
2..275
2.709
3.315
e,052
1.098
1.470
1.838
2.188
267E
3273
1208
1,617
2021
2.407
2.945
3.600
1.318
1,764
2205
Z526
3213
3.927
1.425
1.911
2-389
2.845
3,481
4,254
1,151
1,540
1.925
2292
2805
3,428
12S5
1.69t
2.117
2.5,
3.086
3.771
1381
1.B48
2,310
2.751
3.366
4.114
1,496
2002
2.503
Z980
3.647
4.4S7
1203
1.610
Z_113
2397
2-933
3,584
1.323
1.771
2214
2636
3.226
3.943
1,4aa
1,932
2e15
2.875
3.519
4.301
1,564
2.093
2.616
3.116
3.812
4,660
12r
1,680
2-100
2.501
3.060
3.740
1.381
1,848
2_310
2751
2.366
4.114
1.506
2016
2.520
3.001
3.672
4.488
1,632
2184
1'30
2251
3.97&
4.862
1,308
-,75C
2.187
2.605
3.188
3.896
1.438
1,925
2406
2.86E
350E
4286
1569
2100
2.625
3,12E
3325
4.675
1.700
2175
2.St4
2287
4.14.,
5.065
21
24
27
2.756
3.100
3.494
3,031
3,410
3,843
3.307
3.720
4,192
3.583
4.030
4.542
2940
3.307
3,7<7
3.233
3.63 7
4.099
3.527
3.968
4.472 -
3,821
4.299
4,845
3.123
3.513
3.959
3.436
3.BE5
4.355
3,748
4216
4.751
4.050
4.567
5,147
3.307
3,720
4.192
3.638
4,092
4.612
�.968
a.48G
5.031
4.299
4,83E
5,450
3,491
3.927
4,425
3,84D
4,319-
4.868
4.189
4,71Z
!:,310
4538
Z.105-
5.753
3.674
4,133
A.658
4.042
4.517
5.124
4,409
4.960
5,590
4.77
5,373
6.056
3,858
4,340
4,891
4244
4.774
5.38C
4,630
5208
5,869
5.016
5.642
6.358
4.042
4,547
5.124
4.44E
5.001
5.636
A.850
5.456
6.149
5254
5.970
6,661
4 226
d,7°=
5.Z-r7
4.6d8
5?8
5.833
5.071
5.704
6.423
5.493
6.179
6,964
4,409
4.960
5.590
4.850
5.456
6,149
5251
5.952
6.70E
5.%s2
6.AA8
726:
4.593
5.167
5.823
5.052
5.683
6.405
5.512
6200
6.987
5.971
6.716
7.570
LB'd QSS TOOT S66T-T�-dd�
00.- d -11j101
Pipe
Deflection
Deflection is defined as the
change in vertical insioe
diameter of a flexible con-
duit when suolecled to a
vertical loac. The amount of
ceflec ion trial will o=ur in
am, flexible conduit is a
furic:ion of three factors:
1. Pipe Stiffness (F/,ay)
2. Soil Stiffness
:oao on the pipe
It is important to recognize
that flexible conduits per-
form differently in the
ground titan they do under
laboratory flat plate loading.
The interaction o, pipe still-
ness anc soil stiffness com-
bine to give flexible condurts
a high effective strength
when buried.
Methods for Predicting
Pipe Deflection
The most commonly used
approach in predicting
deflection has been the
modifieC "Iowa Deflection
Formula."
Modified Iowa Formuia_
ay - D` ✓ w rs
El + .061 E' 0
Where:
Ply = vertical deflection
(Incites)
DL i lag factor
(1.5 maximum)
K - beading factor
w = earth bad (ib./in.)
r - mean radius (OD -11
{in.) 2 J
E s modulus of elasticity
I a moment of inertia
13112 (in.-)
E' = soil stiffness 6b_/in_2)
Although considered a con-
servative approacri, con-
siaerabie variation in
predicted cefleclion will
result depending upon the
choice of emoincal con-
stants E', K and a -
Empirical memo= of predic-
ttnc deflection have evoived
in recent yarn whicn
eliminate me guesswork
innerent in me Iowa method.
When desion is based on
actual laboratory Les: and
previous field measurements
it is unnecessary to Know
me a=al load acting on the
pipe or the soil stiflthess.
Thus an installation can bE
designec with a known tac-
Tor of salety brovidec
enough ernoinca+ data is
available.
To accommouate the pro-
blem of navin!-9 to es-,aolisn
data tot the numbe- of
trench wicths that are found
in the field. the prism ioad
was chosen because it
represents fie maximum
loading =neinon on a flexi-
ble pipe. Time lag to
account for future settlement
cf the ba&fi!: can oe
included by choosing, lonc-
term values of deflection.
J-M has aevelopec Through
Laboratory tens anc arua!
field Data the maximum long
term deflection anan, Figure
3, snown on page 7. This
chart eliminates me
guesswork in predicting
deflection anc gives the
design engineer a COCK
ready reference. This char,
is for PVC SDR 35 Sewer
pipe oniv. The vaiues giver,
for deflection limits are the
ultimate long term deflection
that will occur in a particular
soil Gass having a given
density (compact -ion) in the
haunching area T me pipe
zone for vanou_ neignts of
cover (feet).
C
00'd QSS 10:0T SGST-TE-add