NM FS 220(1) Plan.pdf

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COLORADO

TEXAS

MEXICO

Project Location

NM FS 220(1)

Romero Creek Bridge

KEY MAP OF NEW MEXICO

TYPE OF CONSTRUCTION:

Bridge Replacement

DESIGN DESIGNATIONS:

ADT (2022) ----------- < 100

ADT (2042) ----------- < 100

DHV ------------------ 12

D -------------------- 55% T -------------------- 10% V -------------------- 30 mph e(max) --------------- 6%

U.S. CUSTOMARY DIMENSIONS:

Slopes are expressed as RISE:RUN

SPECIFICATIONS:

I ct

• X ' 11,1 I t-

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS

AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14"

FEDERAL llOOD8 HIOHllAY

COiiiilTiiHT TO EXC!LLEOOCE

Di Know what's below.

Call before you dig.

www.ca1l811.com

PROJECT MANAGER LEAD DESIGNER

M. Daigler J. Keithley

STATE PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NM NM FS 220(1)

ROMERO CREEK BRIDGE

Eagar, AZ

50.6 mi

N noso

N

PLANS FOR PROPOSED

NM FS 220(1)

ROMERO CREEK BRIDGE

Tai Wi Wi Lodge� i

I

Escudi//a Mountain

[illI]

Clifton, AZ 118 mi

GILA NATIONAL FOREST

CATRON COUNTY

SCHEDULE A

LENGTH 0.05 miles

[fill

�PeakQ

[ID ffifil

2>10

[ill

Red ButteQ

[ill [fill

Rancho Grande Estate, NM

23.9 mi

Schedule A NM FS 220(1) Romero Creek Bridge Begin 102+52 End 105+18

0 4 8

Scale in Miles

SHEET

Al A2-A3

A4

AS

A6

Bl-B2 B3 B4 Cl

51-513 Tl-T2

T3

T4-TS

T6 Xl-X12

APPROVED:

INDEX TO SHEETS

DESCRIPTION

TITLE SHEET

CONVENTIONAL PLAN SYMBOLS & ABBREVIATIONS

SURVEY CONTROL

SITE MAP

TYPICAL SECTION - MAINLINE

SUMMARY OF QUANTITIES

GRADING AND SURFACING SUMMARY

MISCELLANEOUS SUMMARIES

PLAN AND PROFILE

BRIDGE SHEETS

STANDARD 617-20 31 GUARDRAIL

PROPOSED DETOUR

STANDARD 635 - 1 14 TEMPORARY TRAFFIC CONTROL

SPECIAL 635-A CONSTRUCTION SIGN

CROSS 5 ECTJONS

PLANS PREPARED BY

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DENVER, COLORADO

DATE:

CHIEF OF ENGINEERING

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

AS PER MEMO DATED 4/17/2023

FOREST SUPERVISOR, GILA NATIONAL FOREST

FOREST SERVICE

DATE:

SHEET

NUMBER

Al

ABBREVIATIONS

tj centerline L L t::,. curve delta lam.

0 diameter lat.

A abut. abutment long.

ADT average daily traffic LPSM aggr. aggregate Lt. or LT AH ahead LW alt. alternate M mag.

appr. approach maint.

asph. asphalt mat/.

B b.f. both faces max.

beg. beginning,begin min.

BK back man.

BM bench mark mtn(s).

BP balance point NN

br. bridge NC brg. bearing neg.

C CBC concrete box culvert no. or# c-c center to center 0 o.c.

cir. clear o.f.

CMP corrugated metal pipe OD Co. county p PC col. column PCC cone. concrete perf.

constr. construction Pl constr. Jt. construction Joint pl.

cont. continuous POC corr. corrugated POS

er. creek POT cs point of curve to spiral pro}.

ctrs. centers psi CTSM contingent sum PT culv. culvert pvmt.

deer. decrement Q quant., Qty DHV design hour volume RR

DI drop inlet R.

dia. or D diameter R/W diag. diagonal rd.

diaph. diaphragm rdwy.

dist. distance reconst.

Dist. district reinf.

DLC donation land claim reqd.

dwg(s). drawing(s) res.

E E east Res.

e superelevation rate ret. wall El. 94.066 elevation with number RH elev. elevation Rt. or RT co emb. embankment rte.

i engr(s). Engineer(s) ss � EOP edge of pavement SADT N

EQ or eq. equation � SC g ER edge of road sec.

,-' et al and others shldr.

� et ux and wife spa.

EW edge of water spec.

z exc. excavation st.

,: exp.ft. expansion joint ST u, ext. exterior � sta.

C

F f. f. fill face std. � Fed. federal stiff.

FES flared end section str.

j fin. finish struc.

u, ftg. footing sym.

G ga. gage (gauge) T T 0 galv. galvanized T.

i gdr. girder tan.

H hdwl. headwall TBM HES homestead entry survey TCE

� hex. hexagon transv.

� horiz. horizontal TS

HW high water typ.

z hwy. highway V V

I ID inside diameter vert.

incl. inclusive,including vph incr. increment VP/ int. interior WW

J jt. Joint length of curve lamination latitude longitudinal lump sum left low water magnetic maintenance material maximum minimum monument mountain(s) north normal crown negative number on centers other face outside diameter point of curve point of compound curve perforate point of intersection plate point on curve point on spiral point on tangent project pounds per square inch point of tangent pavement quantities radius range right-of-way road roadway reconstruction reinforcement required reservoir Reservation retaining wall reference hub right route south seasonal average daily traffic point of spiral to curve section shoulder spacing, Spaces or Spaced specification street point of spiral to tangent station standard stiffener straight structural symmetrical tangent length township tangent temporary bench mark temporary construction easement transverse point of tangent to spiral typical design speed vertical vehicles per hour vertical point of intersection west

DRAINAGE SYMBOLS

Ditch (Existing, Proposed)

Flow Arrow

Drainage or Small Creek

Lake, Pond or Reservoir

Large Creek

Wetland

River

Spring

Bridge (Existing, Proposed)

Box Culvert (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

With End Sections (Existing, Proposed)

With Headwalls (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

Underdrain (Existing, Proposed)

Riprap Apron (Proposed)

I I rr -..t-:r -:i:t!

' .J._ .J._

LL�.,J_, .,u

SPRING

[>-- ---<l f------- -I )

I

---I uo 1------l uo I---

EROSION & SEDIMENT CONTROL SYMBOLS

Bonded Fiber Matrix Mulching �/2'.l Check Dam � Diversion Berm

Rolled Erosion Control Product � Riprap �'-dJ:'.l Fiber Roll (Ditch and/or Cut Slope)

Silt Fence ----t SF 1------l SF 1------l SF 1------l SF 1------l SF f--

Temporary Inlet Protection 0 Fiber Roll (Slope Protection)

FENCE & CATTLEGUARD SYMBOLS

Fence (Existing, Proposed)

Fence w/ Gate (Existing, Proposed) ---S-><:! ►◄

Cattleguard (Existing, Proposed) � � �

GEOLOGIC SYMBOLS

Boring Location (Existing, Proposed) � �

Material Source x

STATE PROJECT

SHEET

NUMBER

NM

NM FS 220(1)

A2

ROMERO CREEK BRIDGE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

CONVENTIONAL PLAN

SYMBOLS AND ABBREVIATIONS

Sheet 1 of 2

Sheet and Description

B3 B4 S2

Grading and Surfacing

Summaries

Miscellaneous Summaries

General Notes &

Estimates Allowance Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15214-1000 SURVEY AND STAKING, BRIDGE LPSM All ALL

A0060 15225-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING CONTROL MILE 0.041 0.041

A0080 15236-2000 SURVEY CONTROL, GRADE

FINISHING MILE 0.082 0.082

A0100 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0120 15401-0000 CONTRACTOR TESTING LPSM ALL

A0140 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0160 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0180 20101-0000 CLEARING AND GRUBBING ACRE 0.29 0.03 0.32

A0200 20304-2000 REMOVAL OF BRIDGE LPSM All ALL

A0220 20420-0000 EMBANKMENT CONSTRUCTION CUYD 242 28 270

A0240 20801-0000 STRUCTURE EXCAVATION CUYD 210 210 Contract Quantity

A0260 20803-0000 STRUCTURAL BACKFILL CUYD 70 70 Contract Quantity

A0280 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 210 10 220

A0300 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 74.0 8.0 82.0

A0320 41201-0000 TACK COAT TON 0.30 0.02 0.32

A0340 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) CUYD 46 46

A0360 55401-1000 REINFORCING STEEL LB 4,900 4,900 Contract Quantity

A0380 55504-0000 PRE-FABRICATED STEEL BRIDGE

(14'x48') LPSM All ALL

A0400 60101-0000 CONCRETE CUYD 10 10

A0420 61701-4700 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS B WOOD POSTS LNFT 50 50

A0440 61702-1500 TERMINAL SECTION, TYPE MGS

TANGENT EACH 4 4

A0460 61707-0000 STRUCTURE TRANSITION RAILING LNFT 50 50 Contract Quantity

A0480 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 10

A0500 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 10

A0520 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 10

A0540 62201-2750 MOTOR GRADER HOUR 10

A0560 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY HOUR 10

MileStone: 100% Estimate Date Completed: 06/06/23 Report Date: 06/07/23

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-J un

-2

3:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

N

N M

\2

(1

R oa dw ay

\C A D

D _S he et s\ B -S um m su m m ar y2

0.

xl sm

]S he et

PROJECT

B1NM FS 220(1)

ROMERO CREEK BRIDGE

SHEET

Sheet and Description

B3 B4 S2

Grading and Surfacing

Summaries

Miscellaneous Summaries

General Notes &

Estimates Allowance Bid

Schedule

A0580 62301-0000 GENERAL LABOR HOUR 20

A0600 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 20

A0620 62406-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH ACRE 0.26 0.04 0.30

A0640 62510-1000 SEEDING, DRY METHOD ACRE 0.26 0.04 0.30

A0660 62515-1000 MULCHING, DRY METHOD ACRE 0.26 0.04 0.30

A0680 63316-1000 REMOVE AND RESET SIGN EACH 2 2

A0700 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

-J un -2

3:

P M

MileStone: 100% Estimate Date Completed: 06/06/23 Report Date: 06/07/23

N

N M

\2

(1

R oa dw ay

\C A D

D _S he et s\ B -S um m su m m ar y2

0.

xl sm

]S he et

2) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

PROJECT

B2NM FS 220(1)

ROMERO CREEK BRIDGE

Drawing No. Description

BRIDGE DRAWING INDEX

RG3204-A

RG3204-B

TYPICAL SECTION

Elevations are at profile grade @ C Rdwy.L

S ta

.0

B e g in B r id g e

E n d B r id g e

S ta

.0

PROFILE GRADE DIAGRAM

No Scale

8,245

8,240

8,235

8,230

8,225

8,220

8,215

8,210

-6.400%

41’ VC -1.000% 51’ VC

+3.5

13%

V P I

E L

,2

.2

E L

,2

.2

V P I

P C

.6

N

PLAN

ELEVATION

Length of Bridge = 50’-0"

BRIDGE PLAN & ELEVATION

BRIDGE PLAN & ELEVATION

B. ROBINSON AUNLESS NOTED

1"= 10’-0"

El. 8235.07

Sta. 103+68.00

Begin Bridge

El. 8234.57

Sta. 104+18.00

End Bridge

R o m e r o C r e e k

EXP

EXP

Grade = -1.000%

El. 8235.07

El. 8235.07

Gutterline (typ.)

C Rdwy.L

WINGWALL C

WINGWALL A

WINGWALL B

WINGWALL D

El. 8234.57

El. 8234.57 ty p

ABUT. 2

ABUT. 1

Bridge Railing

Thrie Beam steel decking with asphalt fill.

steel girders and structural

Modular steel bridge with

L

L

L

@ 7’ Rt. of C Rdwy.

Approximate existing ground ground @ C Rdwy.

Approximate existing

@ 7’ Lt. of C Rdwy.

Approximate existing ground

Profile Grade at top of asphalt pavement.

Note: Deck elevations shown are

(typ. both sides)

Rail post spa. "2 1" = 46’-102

115 spa. @ 3’-1 "4 31’-6"4

31’-6

GENERAL NOTES & ESTIMATE

Q

Q100

HYDRAULIC DATA

Q

Q200

(cfs)

Q

(ft/s)

V

(ft)

El.WS

(ft)

Scour El.

RG3204-C

RG3204-D

RG3204-E

RG3204-F

RG3204-G

RG3204-H

FOUNDATION PLAN

SUMMARY OF BORING LOGS

TRANSITION RAILING

RG3204-I

REBAR LIST

RG3204-J

ABUTMENT 1

ABUTMENT 2

62 4.6 8222.9

10.0

10.7

11.6

8226.2

8227.1

8228.2

100Q WS El. = 8227.1

RG3204-K

EXCAVATION/BACKFILL DETAILS

min. of freeboard above 100 year water surface elevation.

capacity requirements: Bridge low chord provides 3 feet

= 8227.1 (measured 16 feet upstream of bridge). Hydraulic

100 year water surface elevation used to determine freeboard

Note: Water surface elevations are at upstream face of bridge.

RG3204-L

WINGWALL ABUTMENT 1

WINGWALL ABUTMENT 2

P. CLARK

S1

S. BELCHER

(typ.)

El. = 8231.6

Low chord

El. 8226.0

El. 8222.0 stream bed (typ.).

to be removed to 1’ below

Existing bridge abut.

Finished Grade

10’-0" W ing

(typ. @ Abut. 1)

14’-0" W ing

(typ. @ Abut. 2)

See RG3204-K for details.

(typ. @ all four corners).

Structure transition railing

REBAR LISTRG3204-M

NO.

PROJECTSTATE

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DRAWING NO.DATEBRIDGE DRAWINGPROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BYREVISIONS

BY

DATENO.

REVISIONS

N

N M \2

(1

B r id g e \R

G \C

A D

F il e s \D

G N

F il e s \r g p e .d g n

RG3204-

NM

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

NM FS 220(1) ROMERO

of 13 APRIL 2023

NONE BB. ROBINSON

GENERAL NOTES & ESTIMATE

2 P. CLARK S. BELCHER

S2

N

N M \2

(1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g g n .d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

FOUNDATION PLAN

CUNLESS NOTED

1"= 10’-0"

B. ROBINSON

8,245

8,240

8,235

8,230

8,225

8,220

8,215

8,210

ELEVATION

ABUT. 2

ABUT. 1

L

L

L

@ 7’ Rt. of C Rdwy.

Approximate existing ground ground @ C Rdwy.

Approximate existing

@ 7’ Lt. of C Rdwy.

Approximate existing ground

Profile Grade

LASER Printer dimensions

P C

.6

N

PLAN

El. 8235.07

Sta. 103+68.00

Begin Bridge

El. 8234.57

Sta. 104+18.00

End Bridge

R o m e r o C r e e k

C Rdwy.L

WINGWALL C

WINGWALL A

WINGWALL D

to be removed superstructure

Existing bridge

LASER Printer dimensions

FOUNDATION NOTES:

Location

Abut. 1

Abut. 2

Location

Abut. 1

Abut. 2

Max. Bearing PressureMax. Bearing Pressure

FOUNDATION TABLE

WINGWALL B

S ta

.5

C B r g

A b u t.

L

S ta

.5

C B r g

A b u t.

L

47’-0"

2’-6"2’-6"

5’-0" ty p ty p

1’-6" 1’-6"

(typ.)

ty p

Q WS El. = 8227.1100 ty p

Grade = -1.000%

Finished grade

Berm El. 8227.0

Berm El. 8229.5 ty p ty p

6.39 ksf (Strength I)

7.44 ksf (Strength I)

P. CLARK

6’-6"

(typ.)

S3

3’-6"3’-0"

El. 8226.0

El. 8222.0 stream bed (typ.).

to be removed to 1’ below

Existing bridge abut.

(typ.)

S. BELCHER

Highway Division, Geotechnical Services Branch, Lakewood, Colorado.

by U.S. Dept. of Transportation, Federal Highway Administration, Central Federal Lands

See Final Geotechnical Report, dated December 2022, Romero Creek Bridge, prepared

14’-0" W ing

(typ. @ Abut. 2)

(typ. @ Abut. 1)

10’-0" W ing

N

N M \2

(1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g f o u n d a ti o n .d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

NM FS 220(1) ROMERO

of 13 APRIL 2023

ELEVATION

PLAN

RQD

x x x

Boring No.

Location

Elev.

Ground Water

Depth at time of drilling (ATD)

Graphic material description

Blow count per foot with standard penetration test (SPT) in accordance with AASHTO T206

Unified Soil Classification

Practical refusal SPT

Core Run

% Core Recovery Shaded

Depth Terminated

Plan View

LEGEND

TYPICAL TEST HOLE LOG

TYPICAL TEST

HOLE SYMBOL

Approximate location of any sampled hole

BH20-02

BH20-01

El. 8235.07

Sta. 103+68.00

Begin Bridge

El. 8234.57

Sta. 104+18.00

End Bridge

R o m e r o C r e e k

C Rdwy.L

WINGWALL C

WINGWALL A

WINGWALL B

WINGWALL D

Basalt (Bedrock) gravel (SW-SM)

Sand with silt and gravel (SP-SC)

Sand with clay and

N

8,238

8,236

8,234

8,232

8,230

8,228

8,226

8,224

8,222

8,218

8,220

8,236

8,234

8,230

8,232

8,228

8,226

8,224

8,222

8,220

El. 8235.0

El. 8237.0

STA 103+37, 14.5 ft. LT

STA 105+54, 8.5 ft. RT

BH20-02

BH20-01

El. 8232.5

El. 8221.0

El. 8218.0

El. 8230.0

SUMMARY OF BORING LOGS

D4

S4

RQD

RQD

Lakewood, Colorado.

Central Federal Lands Highway Division, Geotechnical Services Branch, prepared by U.S. Dept. of Transportation, Federal Highway Administration, See Final Geotechnical Report, dated December 2022, Romero Creek Bridge, B. ROBINSON P. CLARK NONEB. MCGARITY

N

N M \2

(1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g b o r in g .d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

NM FS 220(1) ROMERO

of 13 APRIL 2023

Approx. existing groundr o a d w a y s e c ti o n

1’-6"

Pay Limits for

Structural Backfill

Begin or End Bridge

1’-6"

Pay Limits for

Structure Excavation

1’-6" location.

Estimated bedrock

1’-6" 1’-6"

Grade

Profile Begin or End Bridge

Approx. existing ground

Pay Limits for Structural Backfill

Fill face

Finished grade

Finished grade

WINGWALL STRUCTURAL BACKFILL PAY LIMITS

ABUTMENT STRUCTURAL BACKFILL PAY LIMITS

DETAILS

EXCAVATION/BACKFILL

ABUTMENT STRUCTURE EXCAVATION PAY LIMITS

WINGWALL STRUCTURE EXCAVATION PAY LIMITS

1’-6"

(29 CFR, Part 1926, Subpart P, Excavation)

Per OSHA Safety Regulation.

Short term excavation slope ratios (V:H):

Finished grade

Grade

Profile Approx. existing ground Begin or End Bridge

1’-6"

Pay Limits for

Structure Excavation

1’-6"

Grade

Profile

ALTERNATE FOOTING EMBEDMENT DETAIL

location.

Actual bedrock

Pay Limits for

Structure Excavation

FOUNDATION NOTES:

Fill face b e d r o c k u n d is tu r b e d in to s o u n d m in e m b e d b e d r o c k u n d is tu r b d to s o u n d m in e m b e d surface under footing.

Level, roughened

NONE

may be used.

Recycled excavation material conforming to 704.03.

Backfill material may be used.

Recycled excavation material conforming to 704.03.

Backfill material

601 Concrete

B. ROBINSONP. CLARK 5 E

S5 to construction.

of 601 concrete is found to exceed 3’ notify CO prior shall be included in pay item for "Concrete". If depth footing depths required for placement of 601 concrete

3. Excavation and removal of material below specified

Footing Embedment Detail.

is encountered below specified depths). See Alternate into bedrock requirements can not be met (i.e. bedrock

2. Provide Item 601 concrete where footing embedment foundation preparation requirements.

1. See subsection 208.08 of Special Contract Requirements for

S. BELCHER

N

N M \2

(1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g e x c a v a ti o n d e ta il s .d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

ABUTMENT 1

(typ.)

1’ -0 ty p.

Fill face

C Brg. & C Abut.L L

Elastomeric bearing pad

& anchor bolts per prefabricated bridge manufacturer (typ.).

8’-0" 8’-0"

1’-0" 1’-0"

7’-2"

C Rdwy.L

7’-2"

Geocomposite sheet drain with

Class 2, Type C geotextile.

Attach to wall per manufacturer’s instructions.

10"

SECTION A-A

Scale 38" = 1’-0"

C Brg.L

Top of Rdwy.

c lr

2’-0"

1’-0"2’-0"

5’-0" pipe wrapped with geotextile.

Provide T-connection @ outlet pipe. Cap ends of pipe.

ABBREVIATIONS:

b.f. = Both faces o.f. = Other face f.f. = Fill face

S6

UNLESS NOTED

" = 1’-0"4 prior to ordering materials and constructing abutments.

Final dimensions & elevations to be coordinated with bridge manufacturer

Other face discharge pipe. Extend to daylight.

sheet drain. (typ.)

Geocomposite

B. ROBINSON

See RG3204-H for wingwall reinforcement details.

’-0

" (ty p

WINGWALL B

WINGWALL A

El. 8235.07

El. 8231.81

El. 8226.00

3’-0"10’-0"3’-0"

30°

ABUTMENT 1 PLAN

ABUTMENT 1 ELEVATION

P. CLARK

2’-1"7’-2"7’-2"2’-1"

16 spa. @ 11"= 14’-8", #4A11’-0" 6" 6"

1’-0"

#4A3 (typ.)

#4A1 (typ.)

(typ.)

#5A4 b.f.

A b .f

#5A2 (typ.)

#5F4 (typ.)

#5A4 (typ.)

#4A3 (6 tot.)

1’-6"1’-6"

Sta. 103+68.00

Begin Bridge s p a

6 F

A

A

1’-4 8"1’-4

8"

C Rdwy.L

#4A1

#5A2

#5F4

#5F1 #5F2

#5F3 (14 tot.)

#5F2 o.f. (typ.)

#5F1 f.f. (typ.)

#5F3

4-#5A4

S. BELCHER

#5A4 (4 tot. top)

Begin Bridge

"2 1217 spa. @ 11" = 15’-7", #5A2, #5F1 f.f., #5F2 o.f. & #5F4"2

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d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

ABUTMENT 2

Fill face

C Brg. & C Abut.L L

Elastomeric bearing pad

& anchor bolts per prefabricated bridge manufacturer (typ.).

8’-0" 8’-0"

1’-0" 1’-0"

7’-2"

C Rdwy.L

7’-2"

Geocomposite sheet drain with

Class 2, Type C geotextile.

Attach to wall per manufacturer’s instructions.

10"

L

SECTION A-A

Scale 38" = 1’-0"

C Brg.L

Top of Rdwy.

w/ drain grate C 3" Ø weephole c lr

3’-0"

1’-6"2’-0"

6’-6" pipe wrapped with geotextile.

Provide T-connection @ outlet pipe. Cap ends of pipe.

ABBREVIATIONS:

b.f. = Both faces o.f. = Other face f.f. = Fill face

UNLESS NOTED

" = 1’-0"4 prior to ordering materials and constructing abutments.

Final dimensions & elevations to be coordinated with bridge manufacturer

Other face discharge pipe. Extend to daylight.

2’-1"7’-2"7’-2"2’-1" sheet drain. (typ.)

Geocomposite

See RG3204-I for wingwall reinforcement details.

1’ -0 ty p.

’-0

" (ty p

(typ.)

WINGWALL C

WINGWALL D

3’-0"10’-0"3’-0"

ABUTMENT 2 PLAN

ABUTMENT 2 ELEVATION

El. 8222.00

El. 8231.34

El. 8234.57

30°

P. CLARK B. ROBINSON

-2% s p a

A b .f

#4A3 (6 tot.)

1’-6"1’-6"

#5A4 (typ.)

16 spa. @ 11"= 14’-8", #4A11’-0" 6" 6"

1’-0"

#5A2 (typ.)

#4A3 (typ.)

#4A1 (typ.)

(typ.)

#5A4 b.f.

9"9"

3" Ø weephole (typ.)

#5F4 (typ.)

Sta. 104+18.00

End Bridge

7 G

S7

A

A

1’-4 8" 1’-4

8"

C Rdwy.L

#4A1

#5A2

#5F1

#5F2

#5F4

#5F3 (16 tot.)

#5F1 f.f. (typ.)

#5F2 o.f. (typ.)

#5F3

C Rdwy.L

4-#5A4

= 7’-0", #5F2 o.f. & #5A2 7 spa. @ 1’-0"

3" = 7’-0", #5F2 o.f. & #5A2 7 spa. @ 1’-0"

3"

3"31 spa. @ 6" = 15’-6", #5F1 f.f. & #5F43"

S. BELCHER

End Bridge

#5A4 (4 tot. top)

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U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

B. ROBINSON

UNLESS NOTED

"= 1’-0"4

10’-0"

6’-0"

Fill face

L

Provide drain grate recommended by sheet drain manufacturer.

Geocomposite sheet drain with

Class 2, Type C geotextile. Attach to wall per manufacturers recommendations.

A

Measured along f.f.

#4W2 (typ.)

SECTION A-A

Other face

-2%

WINGWALL ELEVATION

A

#5W8 b.f.

"= 1’-0" 8 3Scale:

1’-0" b.f. = Both faces o.f. = Other face f.f. = Fill face

ABBREVIATIONS:

WINGWALL PLAN

#5W bars f.f.

Fill face

10’-0"

El. 8226.00

El. 8235.07 El. 8235.07

"8 510’-4

#4W bars (typ.)

WINGWALL ABUTMENT 1

(WINGWALL A SHOWN, WINGWALL B SIMILAR)

(WINGWALL A SHOWN, WINGWALL B SIMILAR)

P. CLARK

3"1’-3"= 5’-0" 4 spa. @

1’-3"

1’-3"= 2’-6" 2 spa. @

S8

8 H

W a e s p a

W a c s p a

1’-0"

SECTION B-B

#5W bars f.f.

Fill face

#4W bars (typ.)

B B

#4W bars o.f. #4W bars o.f.

#4W bars

#5W bars f.f. (typ.)

#4W bars o.f. (typ.)

#4W2 b.f.

#4W1e b.f.

5W5 f.f.

#4W1a b.f.

#4W1(a-e) b.f.

#4W4c o.f.

#5W3e f.f. &

#4W4a o.f.

#5W3a f.f. &

Geocomposite sheet drain.

Geocomposite sheet drain.

1’-10" min. lap splice

#4W10

W s p a

W s p a

1’-0"1’-3"1’-3"

#4W9 (3 tot.)

#4W10 (4 tot.)

C lr

#4W2 or #4W10

#4W9 or #4W10

#5W6 f.f. & #4W7 o.f. (typ.)

S. BELCHER

Finished grade

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F il e s \r g w g w a ll .d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

A

SECTION A-A

Fill face Other face

-2%

L

Provide drain grate recommended by sheet drain manufacturer.

Geocomposite sheet drain with

Class 2, Type C geotextile. Attach to wall per manufacturers recommendations.

14’-0"

10’-0"

Measured along f.f.

#4W2 (typ.)

WINGWALL PLAN

b.f. = Both faces o.f. = Other face f.f. = Fill face

ABBREVIATIONS:

A

WINGWALL ELEVATION

#6W8 b.f.

"= 1’-0" 8 3Scale:

1’-0"

#6W bars f.f.Fill face

14’-0"

"8 514’-4

El. 8234.57El. 8234.57

El. 8222.00

#4W bars (typ.)

UNLESS NOTED

"= 1’-0"4

WINGWALL ABUTMENT 2

(WINGWALL C SHOWN, WINGWALL D SIMILAR)

(WINGWALL C SHOWN, WINGWALL D SIMILAR)

B. ROBINSONP. CLARK

#4W2 b.f.

Finished grade

1’-3"= 3’-9" 3 spa. @

1’-3"

7 spa. @ 1’-3"= 8’-9"3"

9 I

S9

SECTION B-B

#6W bars f.f.

Fill face

#4W bars (typ.)

B B

#4W bars o.f. #4W bars o.f.

#4W bars o.f. (typ.)

#4W bars

#6W bars f.f. (typ.)

W o .f s p a

W f .f s p a

6W5 f.f.

#4W1a b.f.

#4W1(a-h) b.f.

#4W1h b.f.

#4W4f o.f.

#6W3k f.f. &

#4W4a o.f.

#6W3a f.f. &

Geocomposite sheet drain.

Geocomposite sheet drain.

1’-10" min. lap splice

C lr

1’-3" 1’-3" 1’-3"

#6W6 f.f. & #4W7 o.f. (typ.)

#4W9 (3 tot.)

#4W10 (4 tot.)

#4W10

W a k f .f s p a

W a f) o .f s p a

#4W9 or #4W10

#4W2 or

#4W10

S. BELCHER

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B r id g e \R

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A e s \D

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F il e s \r g w g w a ll .d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

TYPICAL SECTION

UNLESS NOTED

" = 1’-0"

L

Steel railing post (typ.)

0%Side dam (typ.)

decking (galvanized)

Structural steel

TYPICAL SECTION

splice at diaph.

Optional field bolted

L e m b e d decking crest.

" depth above steel 8 corrugations to provide

Asphalt pavement. Fill pads per bridge manufacturer.

and elastomeric bearing

Anchor bolts, bearing plates, Bridge Railing

Thrie Beam

End guard angle

Gdr./Prefab Bridge Length = 48’-0"

C Brg.

Begin or

End Bridge gdr. clearance 1" min.

1’-6"1’-6"

TYPICAL SECTION @ ABUTMENT

1’-1" 1’-1"3 spa. @ 4’-0" = 12’-0" m a x m in to W-beam.

railing. Thrie Beam

Structure transition

2" gap

10" endwall

B. ROBINSON J

S10

1" (typ.)

"4 137’-0" 7’-0""4

Diaphragm (typ.)

Structural Steel girder (typ.).

Rolled steel

NOTES:

item 40301-0100.

Asphalt pavement and tack coat on bridge deck is included in pay asphalt lifts.

Apply tack coat to entire steel deck surface and between of all foreign material.

Prior to application of tack coat, clean steel decking surface

Galvanized steel decking prior to ordering materials and constructing abutments.

Final dimensions & elevations to be coordinated with bridge manufacturer

(typ.) TL-2 rating min.

(10 ga.) w/ weathering agent coating.

Galvanized Thrie-Beam Bridge Railing

S. BELCHERP. CLARK

C Bridge C Rdwy.L

Asphalt pavement.

See sheet A6.

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F il e s \r g ty p ic a l.

d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

TYPICAL PLAN VIEW

TYPICAL ELEVATION VIEW

B

3 Spaces 3’-1 �"

1"

6’-3" Non-Symmetrical

Transition to W-Beam

W-Beam

6’-3"

B

37 �"

Rail Section of Splice

Center line

9’- 4 �"

A

A

Direction of Traffic

6’-3"

NON-SYMMETRICAL(10 GA.)

TRANSITION SECTION

37 �"

(10 GA.) ELEMENT SECTION

THRIE-BEAM (3’- 1 �")

bolts w/washers.

Button head splice

12 ~ �" Dia. x 1 �"

8"

6"

CL

W6 x 8.5

W6 X 9.0 or

4 �

1"

STEEL POST & BLOCK

(Showing Standard Block)

SECTION B-B

SECTION A-A

This post location requires a Thrie-Beam

Block (6"x 8"x 22" Nom).

Standard Block

(6"x 8"x 14" Nom)

Low Speed Transition

Button head splice bolts

12 ~ �" Dia. x 1 �"

Button head splice bolts

8 ~ �" x 1 �" nut.

post bolt with washer and

1~ �" Top button head

GENERAL NOTES

TRANSITION RAILING

Bridge

Bridge

NONE

Prefabricated Bridge) (included with Pay Item for

Limit of Steel Bridge Railing

End Bridge Begin or

12’-6" Pay Length for Stucture Transition Railing See Roadway Plans for Approach Railing

Beam Transition TL-2 Mash Compliant, GF(31) TL2-19".

8. Transition is adapted from TxDOT low speed transition "Metal Beam Guard Fence Thrie

See Section 563 of Special Contract Requirements.

7. Apply a weathering agent coating to all exposed steel components of bridge transition railing.

6. Fabricate and construct railing to the horizontal and vertical alignment of the roadway.

5. Posts shall not be set in concrete, of any depth.

4. Material for steel posts shall conform to ASTM A36, and shall be galvanized after fabrication.

galvanized.

Washers shall conform to ASTM F436, Type 1. All attachment hardware shall be

3. Button head bolts shall conform to ASTM A307. Nuts shall conform to ASTM A563.

" double recessed nuts.8 5" with 4

1" x 18 5 Button head "splice" bolts are thickness of the nut and the washer and not more than 1" beyond it.

2. Button head "post" bolts shall be of sufficient length to extend through the full

1. Rail elements shall meet the requirements of AASHTO M180, Type I, Class B.

P. CLARK B. ROBINSON S. BELCHER

S11

11 K

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B r id g e \R

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A e s \D

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F il e s \r g tr a n s it io n r a il .d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

NOTES

b.f. = both faces o.f. = other face f.f. = fill face

Abbreviations:

NONEB. ROBINSON B. ROBINSON

REBAR LIST (1 of 2)

REINFORCING STEEL SCHEDULE DIMENSION TABLE

BAR MK SIZE TYPE PIN SZ LOCATION QTY LENGTH WEIGHT A B C D E F G H J K O R

ABUTMENT 1

V or N

2117 0’-3" 4’-1" 0’-6" 4’-1"8’-8"#4A1 1224 Stirrups

1816 0’-3�" 0’-10" 2’-8" 1’-3�" 2’-0�" 1’-5�" 1’-5�" 2’-8�"6’-9�"#5A2 1285 Stirrups

6STR 18’-2"18’-2"#4A3 734 Horiz. b.f.

12STR 15’-8"15’-8"#5A4 1965 Horiz. b.f.

1817 0’-3�" 5’-3�" 2’-7"7’-11"#5F1 1495 Vert. f.f.

1817 0’-3�" 5’-3�" 3’-7"8’-11"#5F2 1675 Vert. o.f.

14STR 17’-8"17’-8"#5F3 2585 Horiz. top & bot.

22STR 4’-8"4’-8"#5F4 1075 Trans. top

1199 LBSSUBTOTAL

ABUTMENT 2

V or N

2117 0’-3" 4’-1" 0’-6" 4’-1"8’-8"#4A1 1224 Stirrups

1716 0’-3�" 0’-10" 2’-8" 1’-3�" 2’-0�" 1’-5�" 1’-5�" 2’-8�"6’-9�"#5A2 1205 Stirrups

6STR 18’-2"18’-2"#4A3 734 Horiz. b.f.

22STR 15’-8"15’-8"#5A4 3595 Horiz. b.f.

3217 0’-3�" 8’-11" 3’-2"12’-1"#5F1 4035 Vert. f.f.

1717 0’-3�" 8’-11" 4’-8"13’-7"#5F2 2415 Vert. o.f.

16STR 17’-8"17’-8"#5F3 2955 Long. top

36STR 6’-2"6’-2"#5F4 2325 Trans. top

1845 LBSSUBTOTAL

WINGWALL A & B

V or N sets of

STR 3’-3�"

to

6’-7�" at 0’-10"

Incr.

3’-3�" to

6’-7�" at 0’-10"

Incr.

#4W1 664 Vert. b.f.

16STR 7’-2"7’-2"#4W2 774 Vert. b.f.

sets of

2 0’-3�" 0’-10" 6’-8�" to

10’-11�" at 1’-0�"

Incr.

7’-6�" to

11’-9�" at 1’-0�"

Incr.

#5W3 995 Horiz. f.f.

sets of

2 0’-3" 0’-8" 6’-8�" to

10’-11�" at 2’-1�"

Incr.

7’-4�" to

11’-7�" at 2’-1�"

Incr.

#4W4 384 Horiz. o.f.

22 0’-3�" 0’-10" 12’-0"12’-10"#5W5 275 Horiz. f.f.

1052 0’-3�" 9’-8�" 1’-4�" 0’-8�" 1’-2�"11’-1"#5W6 1165 Horiz. f.f.

652 0’-3" 9’-10�" 1’-9�" 0’-11" 1’-7�"11’-8�"#4W7 474 Horiz. o.f.

452 0’-3�" 7’-2" 2’-8�" 2’-3" 1’-6�"9’-10�"#5W8 415 Diagonal b.f.

6STR 3’-11�"3’-11�"#4W9 164 Vert.

82 0’-3" 0’-8" 3’-2"3’-10"#4W10 204 Vert.

548 LBSSUBTOTAL

WINGWALL C & D

V or N sets of

STR 3’-3�"

to

9’-10" at 0’-11�"

Incr.

3’-3�" to

9’-10" at 0’-11�"

Incr.

#4W1 1404 Vert. b.f.

16STR 10’-8"10’-8"#4W2 1144 Vert. b.f.

sets of

2 0’-4�" 1’-0" 6’-8�" to

15’-6" at 0’-10�"

Incr.

7’-9" to

16’-6" at 0’-10�"

Incr.

#6W3 3956 Horiz. f.f.

B

STR

TYPE 2

A G

B A

DB

C

K

H

O

TYPE 16

B

C

D

OPTIONAL LEG

TYPE 17

D

C

B

A

TYPE 52

Dimensions in bending diagrams are out-to-out of bars1.

12 L

S12

S. BELCHER

N

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B r id g e \R

G \C

A e s \D

G N

F il e s \r g r e b a r .d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

NONEB. ROBINSON B. ROBINSON

REBAR LIST (2 of 2)

REINFORCING STEEL SCHEDULE DIMENSION TABLE

WINGWALL C & D

V or N

(CONTINUED)

sets of

2 0’-3" 0’-8" 6’-8�" to

15’-6" at 1’-9"

Incr.

7’-5" to

16’-2" at 1’-9"

Incr.

#4W4 944 Horiz. o.f.

22 0’-4�" 1’-0" 16’-6�"17’-6�"#6W5 536 Horiz. f.f.

1052 0’-4�" 13’-11�" 1’-4�" 0’-8�" 1’-2�"15’-4"#6W6 2306 Horiz. f.f.

652 0’-3" 14’-1�" 1’-9�" 0’-11" 1’-7�"15’-11"#4W7 644 Horiz. o.f.

452 0’-4�" 12’-4�" 3’-9�" 3’-0�" 2’-3�"16’-1�"#6W8 976 Diagonal b.f.

6STR 7’-6"7’-6"#4W9 304 Vert.

82 0’-3" 0’-8" 3’-2"3’-10"#4W10 204 Vert.

1244 LBSSUBTOTAL

B

STR

TYPE 2

A G

B

D

C

B

A

TYPE 52

NOTES

b.f. = both faces o.f. = other face f.f. = fill face

Abbreviations:

Dimensions in bending diagrams are out-to-out of bars1.

S13

M13S. BELCHER

N

N M \2

(1

B r id g e \R

G \C

A e s \D

G N

F il e s \r g r e b a r .d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

102+52.00

-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70

8,230 8,230

8,240 8,240

8,250 8,250

8,241.32 Des Grade =

1:4 -2.0% -2.0% 1:4

1:3 1:3

8,240.57 Subgrade =

8,241.31 Original Grnd =

102+60.00

-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70

8,230 8,230

8,240 8,240

8,250 8,250

8,240.81 Des Grade =

1:3 1:4

-2.0% -2.0% 1:4 1:3 1:3

8,240.06 Subgrade =

8,240.90 Original Grnd =

ROMERO CREEK BRIDGE

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:1

P

M

J u n e

B

L

.0

S h e t]

N M

\2 (1

R o a d w a y \C

A D

D S h e e ts

\X -M

L X s e c \X

S S

(R O

M E

R O

)N M

(1 d g n

ROMERO CREEK BRIDGE

NM FS 220(1)

X1

STATE PROJECT

102+80.00

8,230 8,230

8,240 8,240

8,250 8,250

8,239.53 Des Grade =

1:3 1:3 1:4

-2.0% -2.0% 1:4 1:3 1:3

8,238.78 Subgrade =

8,239.86 Original Grnd =

103+00.00

-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70

8,230 8,230

8,240 8,240

8,238.25 Des Grade =

1:4 -2.0% -2.0% -2.0% -2.0% 1:4

1:3 1:3

8,237.50 Subgrade =

8,238.70 Original Grnd =

ROMERO CREEK BRIDGE

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:1

J u n e

B

L

.0

S h e

N M

\2 (1

R o a d w a y \C

A D

D S h e e ts

\X -M

L X s e c \X

S S

(R O

M E

R O

)N M

(1 d g n

ROMERO CREEK BRIDGE

X2

103+20.00

8,220 8,220

8,230 8,230

8,240 8,240

8,250 8,250

8,236.97 Des Grade =

1:3 1:3

1:4 -2.0% -2.0% -2.0% -2.0% 1:4

1:3 1:3

8,236.22 Subgrade =

8,237.42 Original Grnd =

103+30.00

-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70

8,220 8,220

8,230 8,230

8,240 8,240

8,236.34 Des Grade =

1:4 -2.0% -2.0% -2.0% -2.0% 1:4

1:3 1:3

8,235.59 Subgrade =

8,236.79 Original Grnd =

ROMERO CREEK BRIDGE

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:1

J u n e

B

L

.0

S h e

N M

\2 (1

R o a d w a y \C

A D

D S h e e ts

\X -M

L X s e c \X

S S

(R O

M E

R O

)N M

(1 d g n

ROMERO CREEK BRIDGE

X3

103+40.00

8,220 8,220

8,230 8,230

8,240 8,240

8,235.82 Des Grade =

1:4 -1.4% -1.4% -1.4% -1.4% 1:4

1:3 1:3

8,235.07 Subgrade =

8,236.18 Original Grnd =

ROMERO CREEK BRIDGE

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:1

J u n e

B

L

.0

S h e

N M

\2 (1

R o a d w a y \C

A D

D S h e e ts

\X -M

L X s e c \X

S S

(R O

M E

R O

)N M

(1 d g n

ROMERO CREEK BRIDGE

X4

103+60.00

8,210 8,210

8,220 8,220

8,230 8,230

8,240 8,240

8,235.18 Des Grade =

1:4 -0.2% -0.2% -0.2% -0.2% 1:4

1:2

8,234.43 Subgrade =

8,235.36 Original Grnd =

ROMERO CREEK BRIDGE

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:1

J u n e

B

L

.0

S h e

N M

\2 (1

R o a d w a y \C

A D

D S h e e ts

\X -M

L X s e c \X

S S

(R O

M E

R O

)N M

(1 d g n

ROMERO CREEK BRIDGE

X5

103+63.00

8,210 8,210

8,220 8,220

8,230 8,230

8,235.13 Des Grade =

1:3 1:3

1:4

1:2

8,234.38 Subgrade =

8,235.27 Original Grnd =

ROMERO CREEK BRIDGE

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:1

J u n e

B

L

.0

S h e

N M

\2 (1

R o a d w a y \C

A D

D S h e e ts

\X -M

L X s e c \X

S S

(R O

M E

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(1 d g n

ROMERO CREEK BRIDGE

X6

103+68.00

8,210 8,210

8,220 8,220

8,230 8,230

8,235.07 Des Grade =

1:4.

1:4 1:4

1:2

8,234.32 Subgrade =

8,235.13 Original Grnd =

ROMERO CREEK BRIDGE

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:1

J u n e

B

L

.0

S h e

N M

\2 (1

R o a d w a y \C

A D

D S h e e ts

\X -M

L X s e c \X

S S

(R O

M E

R O

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(1 d g n

ROMERO CREEK BRIDGE

X7

104+18.01

8,210 8,210

8,220 8,220

8,230 8,230

8,240 8,240

8,234.57 Des Grade =

1:

1:4 1:4

1:2

8,233.82 Subgrade =

8,234.65 Original Grnd =

104+20.00

-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70

8,210 8,210

8,220 8,220

8,230 8,230

8,234.55 Des Grade =

1:

1:4 1:4

1:2

8,233.80 Subgrade =

8,234.62 Original Grnd =

ROMERO CREEK BRIDGE

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:1

J u n e

B

L

.0

S h e

N M

\2 (1

R o a d w a y \C

A D

D S h e e ts

\X -M

L X s e c \X

S S

(R O

M E

R O

)N M

(1 d g n

ROMERO CREEK BRIDGE

X8

104+23.00

8,210 8,210

8,220 8,220

8,230 8,230

8,240 8,240

8,234.52 Des Grade =

1:

1:4 1:4

1:2

8,233.77 Subgrade =

8,234.58 Original Grnd =

104+40.00

-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70

8,210 8,210

8,220 8,220

8,230 8,230

8,234.45 Des Grade =

-1.0% -1.0% -1.0% -1.0% 1:4

1:3

8,233.70 Subgrade =

8,234.56 Original Grnd =

ROMERO CREEK BRIDGE

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:1

J u n e

B

L

.0

S h e

N M

\2 (1

R o a d w a y \C

A D

D S h e e ts

\X -M

L X s e c \X

S S

(R O

M E

R O

)N M

(1 d g n

ROMERO CREEK BRIDGE

X9

104+56.00

8,220 8,220

8,230 8,230

8,240 8,240

8,234.59 Des Grade =

1:3

1:4 -2.0% -2.0% -2.0% -2.0% 1:4

1:3

8,233.84 Subgrade =

8,234.66 Original Grnd =

104+60.00

-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70

8,220 8,220

8,230 8,230

8,234.66 Des Grade =

-2.0% -2.0% -2.0% -2.0% 1:4

1:3

8,233.91 Subgrade =

8,234.75 Original Grnd =

ROMERO CREEK BRIDGE

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:1

J u n e

B

L

.0

S h e

N M

\2 (1

R o a d w a y \C

A D

D S h e e ts

\X -M

L X s e c \X

S S

(R O

M E

R O

)N M

(1 d g n

ROMERO CREEK BRIDGE

X10

104+80.00

8,220 8,220

8,230 8,230

8,240 8,240

8,235.18 Des Grade =

1:3

1:4 -2.0% -2.0% -2.0% -2.0% 1:4

1:3

8,234.43 Subgrade =

8,235.20 Original Grnd =

105+00.00

-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70

8,220 8,220

8,230 8,230

8,235.80 Des Grade =

1:6

-2.0% -2.0% 1:4

1:3

8,235.05 Subgrade =

8,235.76 Original Grnd =

ROMERO CREEK BRIDGE

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:1

J u n e

B

L

.0

S h e

N M

\2 (1

R o a d w a y \C

A D

D S h e e ts

\X -M

L X s e c \X

S S

(R O

M E

R O

)N M

(1 d g n

ROMERO CREEK BRIDGE

X11

105+18.00

8,220 8,220

8,230 8,230

8,236.36 Des Grade =

1:6

-2.0% -2.0% 1:4 1:6

8,235.61 Subgrade =

8,236.36 Original Grnd =

ROMERO CREEK BRIDGE

X-SECTIONS

Central Federal Lands Highway Division

FHWA, Office of Federal Lands Highway

:1

J u n e

B

L

.0

S h e

N M

\2 (1

R o a d w a y \C

A D

D S h e e ts

\X -M

L X s e c \X

S S

(R O

M E

R O

)N M

(1 d g n

ROMERO CREEK BRIDGE

X12