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SS9301-SP 930519 10:513 FROI"I I:,NLLI:tS -I'0 LES N PHGE.OB1 FAX COVER SHEET DATE' .~//F~'.'3 PLEASE DELIVER THE FOLLO~rlNG PAGE(S) TO: NAI~LE:. .._ .~.e~ _,~~r _. FROM: ~,g,~ y kgz,,,.~/~,,r .... CONTF.,CH CONSTRUCTION PRODUCTS INC 4324 N. BELTLINE RD #Cl10 IRVING, TX. 75038 PHONE' 214./659-0828 FAX: 2147257-3786 ME S SAGE: HAY 19 'El3 10:51 FROH DALLAS TO LES N PAGE.003 Structural Calculations for 2-Flange Liner Plate I. ~ Grapevine Creek 6ew~ Trunk Main Coppell, 8ecrmn 18: '~Jteel Tunr~ Liner Installs~x~ Slifl~ ,~s: N. (3Jven- C-~lge: 12 unit W~ Of:Sol {W)...= . 120 Thickz, tess= 0.105 in ~ Ama (Ae)' = 0.136 in" 2/in 1.62 in" 2/It 0.588 in'" 4/It Moeu~s of Ela~city (E) = 2g(XXXXX) Soils ~ (k) = 0.44 Tensile Sl,~lh.(fu)'= 42000 psi Y~d Sa~mOth.W) = a~x~o HAY ID '~a3 10:5I FROH DALLAS TO LES H PIqGE.004 l~N'f' l~ '~3 10:52 FROII DALLAS TO LES It PAGE.005 29000000 #/in'~'2 * 0.049 b, tllh,ll'l = 616.7'5 Minirnt~n Sltflhe~ 2-aaflge = 5o F$ = Acttlal ~ ! Mlrtimorn FS = 616.75 / 50 I::S =: t2.3 D. ~,ectton 16.3.4 - ~ Btl~(liflg of.Lirt~ Plate Wadi !~ = . Crilk:al-Pipe Dc= I ~ #an^~' ......... o.~ ~ ~ ~a~:~ ~-~. r>. ~ ~i~-.~-m .... E = 29(XX.NtX~ I; = 0.4~4 D= 48 ils r = 0.604 D < DB fc -'- 4O461 F~ = -lcAe/T FS = 2~000 .~','~2'.* .~.62 in^2/It I'iAY !~ '93 1B:52 FROH DALLAS TO LES N PAGE.BBB Seam ~mmG~h: ' 4.7 ~' ;~.0 7.2 2.0 lrtMallalk~ Sliflnd~e: 12.3 I'l~'f' l~ '~3 10:~3 FROf4 D~LL~S ~0 LES I,I P~GE 00? Section 16 STF~L TUNNEL LINER PLATES 16,1 GENEIO, LAND NOTA~IO~'S E --- mcnlulusofe, lasticiiy(Article 16.3.3) FS ~ ~ac~or ~ ~e~ ~ b~ing (.~lc 16.3.4) 16.1.1 ~ ~ ~ b~ngs~s (A~ 16_3.4) 16.1.1.1 ~ ~t~ ~ ~ d~gn ~ ~- 16.3.4) ste~ i~ p~e ~s ~ iu a~li~ to ~t und~ P ~ ~~ ~ ~s ~ ~c ~1 ~s a~ ~ P~ = ~I l~d ~ ~'~l of ~ ~p of the tunn~ ~d ~ ~ fiu~ ~ ~ ~m fi~. 1~ ~ue w [i~ ~d (A~k 16.2. l) r = ~di~ ~ g~ (Ankle 16,3.4) .-. 16,1,1.~ T~l~d~~~t~lh~i~ T ~ thmsl~ru~tl~(~ 16.3.4) a ~ ~ ~ ~ ~ ~L Ia a ~M~ ~il, ~<n lit- W = total (~i~t) unit ~t ~ ~ii (A~ele t~ ~ ~ ~. ~ ~d ~ a f~cfi~ ~ ~ an~e of 16.2-4) int~oal f~ ~ ~ ~t ~' ~ dlnmet~ ~ ~ ~n- ~ = fric~ ang~ Of ~il (~ic~ i 6.~ .4,1) ~ ~ ~ ~ng s~ ff ~ ~ a~ t~ r~ ~ ~ m~l. 16~ 16.1,1~ A subsuff~ ~~ gm,am a~ 16-1,1 Ex~l load ~ a c~ul~ mnn~ liar made up--me ~ t~ ~uM ~ ~m~ a ea~ instal- up ~ m~ li~ p~ may ~ ~ted by ~ion ~f~ u~aki~ a g~ai~, m~s Mcl~ ~tu~ ~sts. la e~ ~e mo~ ~ me~s of a~l~s am ~t ~p~d, 16. LL4 ~hinZ includ~ in ~ ~ s~ll ~ ~d P ~ ~ ~ by c~ follo~: ~ u~ ~n ~ su~l~ ~a) H the ~u~ ~ is ~ t~n ~e ¢~- 16,1,2 ~ h~r ~1 ~ ~ ~ting ~ {.b) In g~! t~ ext~l l~d c~ ~ ~m~ by A ~ ~~ a~ of ii~ plate~ (Artic~ the ~ 16.3.4) Ce ~ c~t for. t~I li~ u~ ia ~ P = P~ + P~ (1~1) D = bofi~l ~m~ or ~n of ~ ~ua~l (Art~ 16.2_4) P = ~ ~t~] load ~ '~e tunnel D = pi~ dm~taz (~c 16.3.3) Pa = the v~ka! load g the lev~ ~ the top of D~ ~ critical pi~ dm~ter (~iete }6.3.~) t~n~i 1~ due ~o li~ l~da; ~2 design of liner plat~: H{~.) 4 5 6 ~ S 9 ]0 ~) ~i~mum s6ffu~ for 16.2.4 In the a~u~ ~ ad~ ~s a~ P0 in t~ mn~ lin~ plme d~i~. surfeit, to ~st~d ~ ~ Y~ = ~WD (16-2) D ~ ~r~[al d~t~ s~n of~tun~; wh~ P = ~d ~ dcfi~ in A~cle 16.2, and D = I'i~,' !~ '~B 1~:5~1 FROM DNLLAS TO LES N PAGE.00~ I41GH~Y BRIDGES 16.3_2.2 0.135 ~7.0 43.0 0.~9 ~.0 81.0 Dc = (~k) ~ ~ ii~ plate d~d~ = ~ulus~fidty,~i(~ x lOCI; 16.~.5. I ~U~ of I6.3~.2 W~ ~e runnel c~m~es a~ im~- MAY 19 '~3 10:55 FROM DALLAS '[0 LES N PAGE.O10 16.3.5.2 DIVISK~ I--I~..~RON 303 r, hould rent, It in deflc~ of ~ m~ ~n 3 ~t of ~B~ tbc ~ ~. ~ "' 16.4 ~~L A~ MEC~ ~qu~s 0.~5 0.~ 0.0~ 0_]~ 0A~ 0.~ 0.1~ 0.2]3 0.~ ~ ~ eh~ll ~ m ~ A ~. 0.1~9 0.~ 0_~ 0.~ Pi~ ~ ~ T~ s~ = 42,~ ~ 16.6 C~~ 16.4.3 ~ a~ T~ ~d ~ ~ in ~ t6.5. ~s ~e~ 16.7 ~II ~m ~o ~~ 14 ~~ ~ 16~. 16.7.1 16.5 ~~ ~~ ~ m ~ s~iF~ ~ ~ A ~9 ~ ~k- ~ ~1 ~ ~fi~ ~~ ~ ~ ~ ~ ~, ~cd ~ ~knc~ l~s ~ ~ ~ ~ ring ~p~, ~H ~ ~ to~M A ~, Gmdc~ 16.7.2 Circu~M TA~ 165a ~~ ~~ Liar ~tt~ br all ~te tmon. 11 O.[l~ 0.152 0.~6 0.~9 ~Its and nuts ~il ~ ~ a~i~ ~e ~d a~ 10 0.135 0.1~ 0-~ 0.~5 ~I1 ~ to g O.l~ 0,2~ 0, i~ 0.0~ 7 0.1~ 0.~7 OA i4 0.075 5 0.~ 0.2~ O. 132 0,~ 3 0.~9 0,~ 0.1~ OAm 16.~ 1/¢ 0.~ 0.~ 0. I55 0.101 5/16 0.31~ 0,~ 0,193 ~ 0.~7~ 0.~ 0.~ ~.1~ ~t~inal t~ ~m s~ = 3 I~A'~' 19 '~3 ;B:SG FROIq DALLAS TO LES I4 PAGE.OI l Data on 2-flange liner plate Table III Prop~rties and Dimensions 2-Fianl~e Tunne! Liner Plate Table IV bq.'-{,,-~te Longitudinal ~ Stren~h of ~Flan~e Liner Pi-~e 'b 0.0?4? through 0-179~ thidmess ~ longitudinal bo!ts lO I'IRY 19 '513 10:5B FROM DFI_LFIS TO LES I,I PIAOE.OIE Grout plugs · lit' - ~ . For pressure grouting, liner II sections be supplied with 9" 1' 9" ~ b. vo4nch standard pipe hal/  couplings ~elded into a hole in L the center con'ugation. Cou- plin.q~ are fitted with threaded Cou¢ing plugs. 2" C.I. Plug ~~______~. ~s an option, grout holes ruay i .... ' be supplied ~s threaded holes } ES]' on 12-gage and heavier plates iocat~l in the side of the /or two-inch standard center corrugation, in the i ~- 18" ~, middle of the plate. Pi Plate i Z I 12 203/8.; Location ~ Tapl~"d Hole ! _ Localion o[ couDling or tapped hole I along the plate ... .] ...:--- :'.:' ::-.--'"' _--. ~. '?~.. 7-r-_~ge Black or Base channel for m'che~ Base plates are used to snpport ~rch~. h~ped tunne! !iners. ii TOTAL PA3E.OIE $~