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Modified (1 2-5-2000)

for Microsoft Word 7.0, WIN95 & NT

District: 18 Feature Crossed: Company Name:

Bridge Summary Sheet

County: 043 Cont-Sec: U000-75 Structure: 001 Route: Blondy Jhune Rd. White Rock Creek Trib. Inspector's Signature: Basilio D. Lakas, P.E. Date: --'-9/-'8"-/1-'-'1 _ _ _ LMB Engineering, Inc. (F-003456) Owner: City of Lucas

Inspection Inventory Operating Rating Rating Rating (I 085) H HS H HS

6 15.0 20.0 er 6 33.4 33.4 46.8 46.8

25.0 20.1 35.3 28.3 Steel Piles 25.4 20.3 33.2 26.7

Comments and/or Upgrade Recommendations (if applicable): None are required.

Bridge railing & approach MBGF (no blackouts & transition post spacing> 3'-1.5") & terminals (turndowns) do not

meet current TxDOT standards.

Load Posting Limits for Present Condition (if applicable):

Inventory ______ lbs Gross

______ lbs Tandem Axle

______ lbs Axle or Tandem

_ _____ Sign Code

Operating _____ lbs Gross

___ __ lbs Tandem Axle

_____ lbs Axle or Tandem

_____ Sign Code ___.

0 OTHER

1

WEIGHT LIMIT

AXLE OR TA NDEM

LBS.

RI2-2Tb 2

W EIGHT LIMIT

TANDEM AXLE

LBS.

R12-2Tc 3

Posting Recommendation: Remove weight limit signs - load posting is unnecessary.

WEIGHT LIMIT

GROSS LB S.

AXLE OR TANDEM

LB S

Rl2-41b 4

WEI GHT LIMIT

GROSS LBS.

TA NDEM AXLE

LBS

R1 2-4Tc 5

\Vl2-5 6

Previous Load Posting Recommendations: Observed Load Posting at Bridge: Rl2-2Tb X None ----

_ _ __ Rl2-2Tc

RI2-4Tb ----RI2-4Tc ----

Material Needed - RI2-2Tb

- RI2-2Tc

- RI2-4Tb

- RI2-4Tc

- WI2-5

- Posts

- Hardware Sets

- Decals

A. Visible & Legible

lbs Gross ------ - - -- lbs Tandem Axle

lbs Axle or Tandem --- --

8 Sign Code

Condition Code

Maintenance Need

--

-

Advanced Warning (optional)

' 1 ---- --- -- ___ : ______ A ____ _

: Remove ------- - ---~------------

X

D. Improper Position G. Sign Missing

RI2-2Tb None

RI2-2Tc lbs Gross

RI2-4Tb lbs Tandem Axle

RI2-4Tc lbs Axle or Tandem

Other (desc.): Weight Limit 10 Tons

Bridge Approach

I Re:ove I

Bridge Approach

I Re:ove I K. Clean Sign

Advanced Warning (optionct!)

-- ------- ----' ' ' r- --- ---- -- --

!.. _ __ ___ _ _ ___ _

N . None B. Obscured by Vegetation C. Sign Needs Cleaning

E. Damaged Beyond Repair F. Sign Down

H. Sign & Post Missing J. Clear Vegetation

L. Reposition Sign P. Replace Sign M. Reposition Sign & Post S. Replace Sign & Post

Bridge Summary Sheet (page I of I)

Bridge Inspection Record

District: 18 County: 043 Cont-Sec: U000-75 ------- Structure: 001 Route: BLONDY JHUNE RD Maint Sect: [Q2J Description: 2 Span Contin uous Steel I-Beam Bridge on Steel & Concrete Bents

Inspector's Signature: Date: 9/8/2011 Feature Crossed: WHITE ROCK CREEK TRIB

Company Name: LMB Engineering, Inc. [3456] ---------------------------- ------------Inspector: Basilio Lakas, P.E.

-·~0F-i:~ ' Rating Description ......... !;~ .. -·- ~·· Not Applicable , .... ·· .. - - J'~/ ····· .. ~·· 9 - Excellent condition '* \*''-8 - Very good condition 1·····.1 ....................................... \ ..... ,

7 - Good condition- some minor problems S BASILIO D. LAKAS S 6 - Satisfactory condition- minor deterioration of structural elements (limited)

, .. ... , .. . .. .......... - ····••••···••••••••••••yo••nl

~~\ 85496 i!JI 5 - Fair condition -minor deterioration of structural elements (extensive) • o"'· (. /~ 4 - Poor condition -deterioration significantly affects structural capacity •, ~·-. ..(CJ:NS~?, .. :::~ / 3 - Serious condition - deterioration seriously affects structural capacity 2 - Critical condition - bridge should be closed until repaired ~~)_fjO~:_~_L) I - Failing condition -bridge closed but repairable - .... .9~ v. 0 - Failed condition - bridge closed but beyond repair ~~ /(

( Deck (Item 58) ) Comments: Min. Rating (I) Moderate scaling on top of concrete deck. I Deck - Rating (I) [[] (2) East steel railing is leaning outward due to impact to SE

6 Wearing- Surface D guardfence transition.

6 Joints, Expansion, Open D 6 Joints, Expansion, Sealed D 6 Joints, Other D 6 Drainage System ITJ 6 Curbs, Sidewalks & Parapets D 6 Median Barrier D 6 Railings Non-std. Stl. (2) []]

7 Railing Protective Coating ITJ 7 Delineation (curve markers) D

Other D

( Superstructure (Item 59) ) Comments: Min. Rating (I) Minor rust with slight pitting on steel !-beams & 0 Main Members - Steel (I) []] diaphragms (est. 2% section loss).

0 Main Members - Concrete D 0 Main Members -Timber D 0 Main Members - Connections D I Floor System Members D I Floor System Connections D 5 Secondary Members (I) []] 5 Secondary Member Connections (I) []] 6 Expansion Bearings (I) []] 6 Fixed Bearings (1) []] 6 Steel Protective Coating (I) []]

Other D Component rating [[]

DO NOT DISCLOSE - INFORMATION CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION

District: 18 County : 043 Cont-Sec: U000-75 Structure: 001 Route: BLONDY JHUNE RD Maint Sect:~ ------

( Substructure (Item 60) ) Comments: Min. Rating ( 1) Minor rust on steel caps. 0 Abutment Caps (l) Q] (2) Minor to moderate rust with slight pitting on steel piles at 0 Above Ground (2) m abutments.

0 Below Ground or Foundation (3) m (3) Up to 4' of piles at south abutment have been exposed by

0 Backwalls & Wingwalls (4) Q] scour.

0 Intermediate Supports (4) Minor rust on steel backwalls & wingwalls.

Caps - Concrete D (5) Minor honeycombing with exposed spiral steel on bottom of west column at interior bent.

Caps - Steel (I) m Caps - Timber D Above Ground - Concrete (5) m Above Ground - Steel D Above Ground -Timber D Above Ground - Masonry D Below Ground or Foundation []]

5 Collision Protection System D 6 Steel Protective Coating (2) m

Component rating rn ( Channel (Item 61) ) Comments:

Min. Rating (!) Erosion at south abutment has been repaired with sand bags 0 Channel Banks (!) [[] since last inspection. Scour in channel under bridge is

0 Channel Bed (I) m stable since bottom of channel is rock.

5 Rip Rap, Toe Walls & Apron D 5 Dikes D 5 Jetties D

Other D Component rating [!]

Min. ( Culverts (Item 62) ) Rating

0 Top Slabs D 0 Bottom Slab or Footing D 0 Abutments & Intermediate Supports D 5 Headwalls & Wingwalls D

Other D Component rating ffiJ

DO NOT DISCLOSE - INFORMATION CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION

District: 18 County : 043 Cont-Sec: U000-75 Structure: 001 Route: BLONDY JHUNE RD ------Maint Sect: [Q2J

( Approaches (Item 65) ) Comments: Min. Rating (I) Asphalt surface is worn & rutted at approaches. 0 Embankments []] (2) Moderate impact damage to SE approach guardfence. 4 Embankment Retain ing Walls D Guardfence is leaning outward (see photo).

5 Slope Protection []] (3) Horizontal curves at approaches limit sight distance.

5 Roadway ( I ) [[]

6 Relief Joints D 6 Drainage []] 6 Guard fence (2) rn 7 Delineation []] 7 Sight Distance (3) [[]

Other D Component rating [!]

( Miscellaneous ) Comments: Min. Rating (I) See Bridge Summary. 7 Signs ( I ) []]

7 Illumination D 7 Warning Devices D 7 Utility Lines D

Other D

( Traffic Safety (Item 36) ) Rating Comments:

Traffic Safety Bridge Railings (03 6. 1) [[] Non-standard steel railing

Traffic Safety Transitions (036.2) [[] Transition post spacing > 3'- 1.5'' .

Traffic Safety Approach Guardrail (036.3 ) [[] No blockouts. Rail height < 2'- 3" .

Traffic Safety Approach Guardrail Ends (036.4) [[] Turndowns.

( Appraisal Ratings ) Rating Comments:

Waterway Adequacy (07 1) [[] Approach Roadway Alignment (072) rn

DO NOT DISCLOSE - INFORMATION CONFIDENTIAL UNDER THE TEXAS HOMELAND SECURITY ACT AND 23 USC SECTION 409, SAFETY SENSITIVE INFORMATION

District: 18 County: 043 Cant-Sec: uooo 75 Structure: 001 Route: Blondy Jhune Rd

Engineer's Comments: None.

~ OFF-system Bridge Load Posting Policy ~Touo ~rtm•nt

•n•port•Uon

I • • • _i r IR < HS 3l [ IR < HS 3 ) [ IR~ HS 3 l IR < HS 20 ]

OR< HS 3 OR~ HS 3 OR< HS 10 OR~ HS 10

~ *Post at Inventory

( l Level Close Bridge I. F. = 24 months

Bridge not Bridge on Item 58< 5 Item 58~ 5 on Priority 1 Priority 1 or or

Listing Listing Item 59 <6 Item 59~ 6 or or

Item 60 < 6 Item 60 ~ 6 or or

Item 62 < 6 Item 62~ 6

Close Bridge I ~ J +*Post at Operating

Level *Post at Inventory l_ I. F. = 6 months Level / '\

or I. F. s 24 months OR< HS 20 Close Bridge Post at Inventory

Level or

*Post at Operating Level

I. F. = 24 months

" Figure 5-4: Off-System Load Posting Guidelines *Permit Loads will not be allowed on bridges that are load posted. +If the bridge has not been rehabilitated or replaced in 24 months then the structure shall be closed.

IF. -Inspection Frequency. OR - Operating Rating (Item 64) IR- Inventory Rating (Item 66)

• [ IR ~ HS 20 1 OR> HS 20

[ No Posting Required

l OR

~ HS 20

No Posting is Required

MJB Engineering

ROADWAY VIEW

Looking South

SIDE VIEW

Looking East

LMB Engineering, Inc.

Collin County Bridge No.: U000-75-001 Date: Sep. 8, 2011

SUPERSTRUCTUREVIEW

Looking North

STREAMUNDER BRIDGE

Looking West

LMB Engineering, Inc.

Collin County Bridge No.: U000-75-001 Date: Sep. 8, 2011

UPSTREAMCHANNEL

Looking West

DOWNSTREAMCHANNEL

Looking East

LMB Engineering, Inc.

Collin County Bridge No.: U000-75-001 Date: Sep. 8, 2011

LOAD POSTING -NORTH APPROACH

Looking South

IMPACTDAMAGE

Looking South

NOTE: Moderate impact damage to SE approach guardfence.

LMB Engineering, Inc.

Collin County Bridge No.: U000-75-001 Date: Sep. 8, 2011