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NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1304157StructNum:
IDENTIFICATION INSPECTION1 State: 34 New Jersey 8 Struc Num: 1304157 91 Frequency: Next Inspection:
7 Facility Carried: ROUTE 33 9 Location: 0.3 MI. E OF CR 52792A FC Frequency: 93A FC Inspection Date: Next FC Inspection: NA
5A Rte.(On/Under): Route On Structure 5B Rte. Signing Prefix: 93B UW Inspection Date: Next UW Inspection:
1 -Mainline 00033
3 -State Hwy 92B UW Frequency: NA
5C Level of Service: 5D Rte. Number: 92C SI Frequency: 93C SI Date: Next SI: NA
5E Directional Suffix: 0- Not Applicable % Responsibility : NA
2 SHD District: 02- Central 3 County Code: MonmouthElement Frequency: Element Inspection Date: Next Elem. Insp. Due: 06/03/2013
4 Place Code: Manalapan (Township of),
11 Mile Post: 24.320 miCLASSIFICATION
100 STRAHNET Highway: 0 -Not a STRAHNET hwy 101 Parallel Structure: N -No || bridge exists
102 Direction of Traffic: 2 -2-way traffic 103 Temporary Structure: _ Blank
98 Border Bridge Code: -1 Unknown (P)104 Highway System: 1 -On the NHS 112 NBIS Length: N - Too Short
99 Border Bridge Number: NA20 Toll Facility: 3 -On free road 26 Functional Class: 14 -Urban Other Princ
37 Historical Significance: 4 -Hist sign not determ.
22 Owner:
46 Number of Approach Spans :
STRUCTURE TYPE AND MATERIALS0 45 Number of Spans Main Unit: 1
21 Custodian:
CONDITION58 Deck: N -Not Applicable 59 Super: N -Not Applicable 60 Sub: N -Not Applicable
62 Culvert: 6 -Deterioration 61 Channel/Channel Protection: 8 -Protected
107 Deck Type: LOAD RATING AND POSTING108A Wearing Surface: 65 Inventory Rating Method: 2 -AS Allowable Stress63 Operating Rating Method: 2 -AS Allowable Stress
108B Membrane:
108C Deck Protection:66 Inventory Rating: HS6.0 64 Operating Rating: HS89.9
31 Design Load: 0 - Unknown 70 Posting: 5 At/Above Legal Loads
AGE AND SERVICE 41 Posting status: A -Open, no restriction
42A Type of Service On: 1 -Highway
42B Type of Service Under: 5 -WaterwayAPPRAISAL
28A Lanes on: 6 28B Lanes Under: 19 Detour Length: 0.4 mi
29 ADT: 30,020 109 Truck ADT: 4 % 30 Year of ADT: 2009
36A Bridge Rail: N -N/A or not required 36C Approach Rail: N -N/A or not required
36B Transition: N -N/A or not required 36D Approach Rail Ends: N -N/A or not required
67 Str. Evaluation: 3 68 Deck Geometry: N Not applicable
GEOMETRIC DATA 69 Underclearance, Vertical and Horizontal: N -Not applicable
48 Length Max Span: 49 Structure Length: 71 Waterway Adequacy: 9 -Above Desirable 72 Approach Alignment: 8 -Equal Desirable Crit
50A Curb/Sdwlk Wdth L: 0.0 ft 50B Curb/Sidewalk Width R: 0.0 ft113 Scour Critical: 8 -Stable Above Footing
Width Curb to Curb 51: 0.0 ft 52 Width Out to Out:
PROPOSED IMPROVEMENTS
Deck Area: . sq. ft94 Bridge Cost: 75 Type of Work:
34 Skew: 35 Structure Flared: 0 -No flare95 Roadway Cost: 76 Length of Improvment:
53 Minimum Vertical Clearance Over Bridge:96 Total Cost: 114 Future ADT: 36,020
54A Minimum Vertical Underclearance Reference: N -Feature not hwy or RR97 Year of Cost Estimate: 115 Year of Future ADT: 2029
54B Minimum Vertical Underclearance:
55A Minimum Lateral Underclearance Reference R: N -Feature not hwy or RR
NAVIGATION DATA38 Navigation Control:
55B Minimum Lateral Undrclearance R: 39 Vertical Clearance: 0.0 ft 40 Horizontal Clearance: 0.0 ft
56 Minimum Lateral Undrclearance L: 111 Pier Protection: _ Not Applicable 116 Lift Bridge Vertical Clearance:
0
32 Approach Roadway Width:(w/ shoulders)
88 ft 33 Median:
43A/B Main Span Material/Design:
1 -Concrete 19 Culvert(inc frm culv)
06/03/2013
N-N/A (NBI)
N -N/A (no deck (NBI))
N- N/A (no deck (NBI))
N- N/A (no deck (NBI))
5.00 °
0 -Permit Not Required
0.0 ft
3 Closed Med w/Barriers
0
NA
NA
NA
06/03/200948 months
NA
NA
NA
48 months
27 Year Built: 1900 106 Year Reconstructed: 1973
90 Inspection Date: 6/3/2009
01 NJDOT
01 NJDOT
S.R.: 31.8
$ 251,000
6 Feature Intersected : MANALAPAN BROOK
16 Latitude: 40d 15' 14.02" 17 Longitude: 074d 20' 08.24"
ELEMENT CONDITION STATE DATA
% in 5Qty. St. 4Qty. St. 2% in 2Qty. St. 1% in 1Total Qty % in 4Qty. St. 3% in 3 Qty. St. 5UnitsStr Unit Elm/Env Description
10 %15090 %167 0 % 0 %00 00 %17 0 (LF)241/3 Concrete Culvert
0 %46100 %46 0 % 0 %00 00 %0 0 (LF)508/3 Wingwalls - Culvert
0 %20100 %20 0 % 0 %00 00 %0 0 (LF)509/3 Headwalls - Culvert
9999
NSD/FO-ROUTE NJ 33 OVER MANALAPAN BROOK
$119,000
$60,000
$251,000
2009
Name:
0.00 ft
0.00 ft
0.00 ft
35
10 ft
8.0 ft 8.0 ft
Page 1 of 3
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:23:06
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1304157StructNum:
Brkey: 1304157 Inspkey
NJDOT BRIDGE FIELDS
(AC) Non-Inv Feature:
(AF) Alt Struct #:
(AG) Rail Type:
(AH) Rail Height::
(AJ) Slope Protection:
(AK) Abutment:
(AL) Pier:
(AM) Depth of Fill:
(AP) Fender System:
(AT) Special Material 1:
(AT) Special Material 2:
(AU) Add Struct:
(AV) Widen Stru:
(A) Town:
(AA) Route:
(AD) Admin:
(AE) Alt Agency: -1 _
1
2
Manalapan Twp.
33
-1
WW Rdwy and/or RR /wtrwy
-1
19 Appr rdwy guide rail
-3.28
-1
-1
-1
6.56
_ None
_
_
_
_
GENERAL
STRUCTURE AND APPURTENANCES
(FI) Recommended:
COUNTER MEASURES
-1
(GV) Bridge:
(GW) Shoring:
(GX) Reports:
(GY) Measures:
(GZ) Cond Desc:
N
N
N
N
TEMPORARY STRUCTURES
-1
Type
3
HS
3-3
3S2
M
H
(BR)
(BS)
(BT)
(BU)
(BV)
(BQ)
6
4
0
6
8
Inv
Misc W(CH1)
(CH2) 0
(CQ) Bridge List:
(BK) Overstress %:
(FV) Route Milepost:
_
0
024.32
MISCELLANEOUS
LOAD RATINGS
(CF)
(CB)
(CC)
(CA)
(CD)
(CE)
90
64
0
99
99
Opr
Material Design
01
191
11st Widen
2nd Widen
(BL) Discretionary:
(BM) Fed Job #:
(BN) State Job #:
(BO) St Maint Cost:
(BP) Brdg Demo
_
-1
2204422
0
N
FUNDING AND COST
(FA) FHWA Category:
(FB) Stage 1 Date:
(FC) Stage 1 Consultant:
(FD) Prioritization:
(FE) Sufficiency:
(FF)Date Stage II
(FG) Stage II Consultant:
(FH) Crit. Element:
-1
1/1/1901
A09
_
0
1/1/1901
-1
SCOUR EVALUATION
-1
(HB) Bridge List ID:
(HC) Consultant
(HD) 2-Cy Insp Contr:
XL9A_
G11
N
PROJECT PROGRAMMING
(FL) Monitoring Reqd:
(FK) Installed:
(FJ) Cost: 0
1 _ 2 _ 3 _
_
Material
Height
1:
2:
1:
2:
_
_
BRIDGE NOISE BARRIER (HA)
(AQ) Chain Link:
(FN) Warranted:
(GS) Overhead:
(GT) Cantilever:
(GU) Fascia Mounted:
(CG) Load Type:
(CG) Tons
(AI) Speed:
N
-1
-1
-1
_
-1
FENCING
SIGN STRUCTURES
POSTINGS
(GB) Environment:
(GR) Last Painting:
(GA) Painting Req:
-1
01/1901
N
PAINTING
(HF) State Proj Mgr: AO_
1/1/1901II
7/27/2005I(HE) Proceed Date:
(BC) USRA Code:
(BD 1) Rail On/Under:
(BD2 )RRs intersected:
(BE) Rail Milepost:
-1
-1
-1
-0.62
RAILROAD
(FM) Incident Reprtd: _
3:
4:
(AO) Utilities: _
_
_
_
1:
2:
(CR) Off-Route Bridge:
(BB) Orphan Bridge:
(AN) Plan Available:
(FX) Fed Error Uncorr
(FW) Estimated ADT
N
N
N
N
N
-1
--
. ft
--
--
--
(V1.2)
Page 2 of 3
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:23:06
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1304157StructNum:
NJDOT INSPECTION FIELDS
(CI) Cycle Number:
(CM) Consultant:
(CO) Prev Consultant:
(CP) Federal Report:
(CK) Inspection Crew:
(CJ) Insp Type:
G11
A22
L
T
3
S
GENERAL
(BF) Deck: 1: _
2: _
3: _
4: _
5: _
REMARKS
(GJ) Connections:
(GD) Fascia Beam:
(GE) Fascia B. Flange:
(GF) Interior Beam:
(GH) Interior B. Flange:
(GI) Beam Ends:
(GK) Bracings:
(GL) Bearings:
(GM) Substructure:
(GN) Above Deck Super:
(GO) Railings/Fence:
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
(GP) Remarks 1:
-1
PAINTING
-1
(GQ) Remarks 2:
N
6(BA) Apr Rdwy Cond:
(B) Deletion Code:
MISCELLANEOUS
-1
-1
-1
-1
-1
-1
Location1:
Location 2:
Location 3:
FATIGUE DETAIL (AZ)
-1
-1(FR) Consultant:
(FS)
IN-DEPTH PIN-HANGER
(FT) Combo: N
(BG) Super: 1: _
2: _
3: _
(BH) Sub: 1: _
2:
3: _
_
C(BI) Channel
(BJ) Culvert A
N
(FP) Improvement Cost:
(FO) Pedestrian Traffic:
$ 0 Thousands
FENCING
1/1/1901(AW) Mech/Electrical:
(AX) Deck: 1/1/1901
(AY) Special Testing: 1/1/1901
(GC) Paint: 1/1/1901
INSPECTION DATES
(AR) Equipment: 1: _
2: _
3: _
(AS) Testing: 1: _
2: _
3: _
(V1.2)
1/1/1901(FQ) FCM/Pin-HngrInsp Date:
ROADWAY DATA
Bridge Id:
SRI
1304157
NBI Roadway?:
Roadway Name:
Item 5A:
Item 5B:
Item 5C:
Item 5D: Item 5E 0
ROADWAY IDENTIFICATION
HWY NETWORKS AND SERVICE CLASSIFICATION
11 Milepost:
12 Base Hwy Network:
20 Toll Facility:
13A LRS Inventory Route
26 Functional Class:
13B Subroute No.:
28 Lanes :
Num Median:
Road Speed:
ADTclass:
29 ADTtotal:
30 Year of ADT:
114 Future ADT:
115 Year of Future ADT:
109 Truck ADTT % :
19 Bypass Length:
Detour Speed:
TRAFFIC AND ACCIDENTS
100 Strahnet Hwy:
ALTERNATE CLASSIFICATION
104 NHS System:
105 Fed. Lands Hwy:
110 Truck Hwy Net:
102 TraffDirection:10 Vertical Clearance:
47 Invent Route Horiz Clear:
CLEARANCES
6
0
04
30020
2009
36020
2029
4
1
NJ33-T.J.N. Hwy/Manalapan Brk
1
3
1
00033
1
3
00000033__
14 2
00
0
1
0
0
55 mph
0.40 mi
0 mph
(DJ) Min Vert Undrclr:
32 Appr Rdwy Width:
51 Brdg Rdwy With Curb-Curb:
WIDTHS
88 ft
0.0 ftSchool Bus: 0
0Transit Rt:
Emergency 0
24.320 mi
99.99 ft
00.00 ft
0.0 ft
57.30 ft
(V1.2)00000033
Page 3 of 3
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:23:06
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1332153StructNum:
IDENTIFICATION INSPECTION1 State: 34 New Jersey 8 Struc Num: 1332153 91 Frequency: Next Inspection:
7 Facility Carried: WILLOWBROOK ROAD
9 Location: 0.7 MI EAST OF US 9 JCT 92A FC Frequency: 93A FC Inspection Date: Next FC Inspection: NA
5A Rte.(On/Under): Route On Structure 5B Rte. Signing Prefix: 93B UW Inspection Date: Next UW Inspection:
0 -None of the below 00000
5 -City Street 92B UW Frequency: NA
5C Level of Service: 5D Rte. Number: 92C SI Frequency: 93C SI Date: Next SI: NA
5E Directional Suffix: 0- Not Applicable % Responsibility : Unknown
2 SHD District: 02- Central 3 County Code: MonmouthElement Frequency: Element Inspection Date: Next Elem. Insp. Due: 04/29/2012
4 Place Code: Freehold (Township of),
11 Mile Post: 0.000 miCLASSIFICATION
100 STRAHNET Highway: 0 -Not a STRAHNET hwy 101 Parallel Structure: N -No || bridge exists
102 Direction of Traffic: 2 -2-way traffic 103 Temporary Structure: _ Blank
98 Border Bridge Code: -2 Not Applicable (P)104 Highway System: 0 -Not on NHS 112 NBIS Length: Y - Long Enough
99 Border Bridge Number: Unknown20 Toll Facility: 3 -On free road 26 Functional Class: 19- Urban Local
37 Historical Significance: 5 -Not eligible for NRHP
22 Owner:
46 Number of Approach Spans :
STRUCTURE TYPE AND MATERIALS0 45 Number of Spans Main Unit: 2
21 Custodian:
CONDITION58 Deck: 8 -Very Good 59 Super: 7 -Good 60 Sub: 7 -Good
62 Culvert: N -Not applicable 61 Channel/Channel Protection: N -Not applicable
107 Deck Type: LOAD RATING AND POSTING108A Wearing Surface: 65 Inventory Rating Method: 1- LF Load Factor 63 Operating Rating Method: 1 -LF Load Factor
108B Membrane:
108C Deck Protection:66 Inventory Rating: HS69.0 64 Operating Rating: HS99.0
31 Design Load: 6- MS18(HS20)+mod 70 Posting: 5 At/Above Legal Loads
AGE AND SERVICE 41 Posting status: A -Open, no restriction
42A Type of Service On: 5 -Highway-pedestrian
42B Type of Service Under: 1 -HighwayAPPRAISAL
28A Lanes on: 2 28B Lanes Under: 19 Detour Length: 1.0 mi
29 ADT: 2,000 109 Truck ADT: 1 % 30 Year of ADT: 2010
36A Bridge Rail: 0 -Substandard 36C Approach Rail: 0 -Substandard
36B Transition: 0 -Substandard 36D Approach Rail Ends: 0 -Substandard
67 Str. Evaluation: 7 68 Deck Geometry: 7 Above Min Criteria
GEOMETRIC DATA 69 Underclearance, Vertical and Horizontal: 6 -Equal Minimum
48 Length Max Span: 49 Structure Length: 71 Waterway Adequacy: N -Not applicable 72 Approach Alignment: 8 -Equal Desirable Crit
50A Curb/Sdwlk Wdth L: 6.0 ft 50B Curb/Sidewalk Width R: 0.0 ft113 Scour Critical: N -Not Over Waterway
Width Curb to Curb 51: 40.0 ft 52 Width Out to Out:
PROPOSED IMPROVEMENTS
Deck Area: 13,949.1 sq. ft94 Bridge Cost: 75 Type of Work:
34 Skew: 35 Structure Flared: 0 -No flare95 Roadway Cost: 76 Length of Improvment:
53 Minimum Vertical Clearance Over Bridge:96 Total Cost: 114 Future ADT: 2,800
54A Minimum Vertical Underclearance Reference: H -Hwy beneath struct97 Year of Cost Estimate: 115 Year of Future ADT: 2030
54B Minimum Vertical Underclearance:
55A Minimum Lateral Underclearance Reference R: H -Hwy beneath struct
NAVIGATION DATA38 Navigation Control:
55B Minimum Lateral Undrclearance R: 39 Vertical Clearance: 0.0 ft 40 Horizontal Clearance: 0.0 ft
56 Minimum Lateral Undrclearance L: 111 Pier Protection: _ Not Applicable 116 Lift Bridge Vertical Clearance:
4
32 Approach Roadway Width:(w/ shoulders)
40 ft 33 Median:
43A/B Main Span Material/Design:
3 -Steel 02 -Stringer/Girder
04/29/2012
1- Conc..-Cast-in-Place
0- None
1 -Monolithic Concrete
1- Epoxy Coated Reinfor.
56.00 °
N -N/A-No waterway
48.8 ft
0 No median
N
NA
NA
NA
04/29/201024 months
NA
NA
NA
24 months
27 Year Built: 1987 106 Year Reconstructed: -4
90 Inspection Date: 4/29/2010
01 NJDOT
01 NJDOT
S.R.: 96.9
Unknown
6 Feature Intersected : NJ ROUTE 33 FREEWAY
16 Latitude: 40d 14' 29.31" 17 Longitude: 074d 15' 51.28"
ELEMENT CONDITION STATE DATA
% in 5Qty. St. 4Qty. St. 2% in 2Qty. St. 1% in 1Total Qty % in 4Qty. St. 3% in 3 Qty. St. 5UnitsStr Unit Elm/Env Description
0 %13,957100 %13,957 0 % 0 %00 00 %0 0 (SF)26/3 Conc Deck/Coatd Bars
5 %1,68987 %1,939 0 % 0 %0150 08 %100 0 (LF)107/3 Paint Stl Opn Girder
0 %5100 %5 0 % 0 %00 00 %0 0 (EA)205/3 R/Conc Column
7 %26593 %285 0 % 0 %00 00 %20 0 (LF)215/3 R/Conc Abutment
7 %8193 %87 0 % 0 %00 00 %6 0 (LF)234/3 R/Conc Cap
8 %24192 %262 0 % 0 %00 00 %21 0 (LF)305/3 Elas Flex Joint
9999
0 -Not DeficientSD/FO-WILLOWBROOK ROAD OVER NJ RT 33F
($1)
($1)
($1)
0
Name:
17.16 ft
18.50 ft
18.50 ft
-2
-3 ft
142.0 ft 286.0 ft
Page 1 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:34:47
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1332153StructNum:% in 5Qty. St. 4Qty. St. 2% in 2Qty. St. 1% in 1Total Qty % in 4Qty. St. 3% in 3 Qty. St. 5UnitsStr Unit Elm/Env Description
0 %28100 %28 0 % 0 %00 00 %0 0 (EA)314/3 Pot Bearing
50 %450 %8 0 % 0 %00 00 %4 0 (EA)321/3 R/Conc Approach Slab
0 %572100 %572 0 % 0 %00 00 %0 0 (LF)331/3 Conc Bridge Railing
0 %286100 %286 0 % 0 %00 00 %0 0 (LF)503/3 Curbs/Walks - Conc
0 %2100 %2 0 % 0 %00 00 %0 0 (EA)505/3 Slope Protection
2 %10998 %111 0 % 0 %00 00 %2 0 (LF)506/3 Wingwalls - Abut
Brkey: 1332153 Inspkey
NJDOT BRIDGE FIELDS
(AC) Non-Inv Feature:
(AF) Alt Struct #:
(AG) Rail Type:
(AH) Rail Height::
(AJ) Slope Protection:
(AK) Abutment:
(AL) Pier:
(AM) Depth of Fill:
(AP) Fender System:
(AT) Special Material 1:
(AT) Special Material 2:
(AU) Add Struct:
(AV) Widen Stru:
(A) Town:
(AA) Route:
(AD) Admin:
(AE) Alt Agency: -1 _
1
2
Freehold Twp.
33
-1
-1
-1
08 Solid Wall (Concrete)
2.25
03 Concrete Slab
03 Full Height
06 Concrete Column Bent
-3.28
_ None
_
_
_
_
GENERAL
STRUCTURE AND APPURTENANCES
(FI) Recommended:
COUNTER MEASURES
-1
(GV) Bridge:
(GW) Shoring:
(GX) Reports:
(GY) Measures:
(GZ) Cond Desc:
N
N
N
N
TEMPORARY STRUCTURES
-1
Type
3
HS
3-3
3S2
M
H
(BR)
(BS)
(BT)
(BU)
(BV)
(BQ)
69
67
-1
76
81
Inv
Misc L(CH1)
(CH2) -1.10231133522619
(CQ) Bridge List:
(BK) Overstress %:
(FV) Route Milepost:
X
-1
028.24
MISCELLANEOUS
LOAD RATINGS
(CF)
(CB)
(CC)
(CA)
(CD)
(CE)
99
99
-1
99
99
Opr
Material Design
-1
-1_
_1st Widen
2nd Widen
(BL) Discretionary:
(BM) Fed Job #:
(BN) State Job #:
(BO) St Maint Cost:
(BP) Brdg Demo
_
BRZNBIS754
2205035
0
N
FUNDING AND COST
(FA) FHWA Category:
(FB) Stage 1 Date:
(FC) Stage 1 Consultant:
(FD) Prioritization:
(FE) Sufficiency:
(FF)Date Stage II
(FG) Stage II Consultant:
(FH) Crit. Element:
-1
1/1/1901
-1
_
0
1/1/1901
-1
SCOUR EVALUATION
-1
(HB) Bridge List ID:
(HC) Consultant
(HD) 2-Cy Insp Contr:
LLLL_
S99
N
PROJECT PROGRAMMING
(FL) Monitoring Reqd:
(FK) Installed:
(FJ) Cost: 0
1 _ 2 _ 3 _
_
Material
Height
1:
2:
1:
2:
_
_
BRIDGE NOISE BARRIER (HA)
(AQ) Chain Link:
(FN) Warranted:
(GS) Overhead:
(GT) Cantilever:
(GU) Fascia Mounted:
(CG) Load Type:
(CG) Tons
(AI) Speed:
Y
0
0
0
_
0
FENCING
SIGN STRUCTURES
POSTINGS
(GB) Environment:
(GR) Last Painting:
(GA) Painting Req:
01
01/1901
Y
PAINTING
(HF) State Proj Mgr: MAK
1/1/1901II
1/1/1901I(HE) Proceed Date:
(BC) USRA Code:
(BD 1) Rail On/Under:
(BD2 )RRs intersected:
(BE) Rail Milepost:
-1
-1
-1
-0.62
RAILROAD
(FM) Incident Reprtd: N
3:
4:
(AO) Utilities: G
_
_
_
1:
2:
(CR) Off-Route Bridge:
(BB) Orphan Bridge:
(AN) Plan Available:
(FX) Fed Error Uncorr
(FW) Estimated ADT
N
N
Y
N
N
0
--
6.5 ft
--
--
--
(V1.2)
Page 2 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:34:47
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1332153StructNum:
NJDOT INSPECTION FIELDS
(CI) Cycle Number:
(CM) Consultant:
(CO) Prev Consultant:
(CP) Federal Report:
(CK) Inspection Crew:
(CJ) Insp Type:
S99
S99
_
K
10
S
GENERAL
(BF) Deck: 1: N
2: Z
3: _
4: _
5: _
REMARKS
(GJ) Connections:
(GD) Fascia Beam:
(GE) Fascia B. Flange:
(GF) Interior Beam:
(GH) Interior B. Flange:
(GI) Beam Ends:
(GK) Bracings:
(GL) Bearings:
(GM) Substructure:
(GN) Above Deck Super:
(GO) Railings/Fence:
08
07
08
07
08
09
09
08
-1
-1
-1
(GP) Remarks 1:
-1
PAINTING
-1
(GQ) Remarks 2:
N
7(BA) Apr Rdwy Cond:
(B) Deletion Code:
MISCELLANEOUS
-1
-1
-1
-1
-1
-1
Location1:
Location 2:
Location 3:
FATIGUE DETAIL (AZ)
-1
-1(FR) Consultant:
(FS)
IN-DEPTH PIN-HANGER
(FT) Combo: N
(BG) Super: 1: 3
2: _
3: _
(BH) Sub: 1: Z
2:
3: _
_
_(BI) Channel
(BJ) Culvert _
1
(FP) Improvement Cost:
(FO) Pedestrian Traffic:
$ 0 Thousands
FENCING
1/1/1901(AW) Mech/Electrical:
(AX) Deck: 1/1/1901
(AY) Special Testing: 1/1/1901
(GC) Paint: 4/29/2010
INSPECTION DATES
(AR) Equipment: 1: M
2: _
3: _
(AS) Testing: 1: _
2: _
3: _
(V1.2)
1/1/1901(FQ) FCM/Pin-HngrInsp Date:
ROADWAY DATA
Bridge Id:
SRI
1332153
NBI Roadway?:
Roadway Name:
Item 5A:
Item 5B:
Item 5C:
Item 5D: Item 5E 0
ROADWAY IDENTIFICATION
HWY NETWORKS AND SERVICE CLASSIFICATION
11 Milepost:
12 Base Hwy Network:
20 Toll Facility:
13A LRS Inventory Route
26 Functional Class:
13B Subroute No.:
28 Lanes :
Num Median:
Road Speed:
ADTclass:
29 ADTtotal:
30 Year of ADT:
114 Future ADT:
115 Year of Future ADT:
109 Truck ADTT % :
19 Bypass Length:
Detour Speed:
TRAFFIC AND ACCIDENTS
100 Strahnet Hwy:
ALTERNATE CLASSIFICATION
104 NHS System:
105 Fed. Lands Hwy:
110 Truck Hwy Net:
102 TraffDirection:10 Vertical Clearance:
47 Invent Route Horiz Clear:
CLEARANCES
2
0
03
2000
2010
2800
2030
1
1
WILLOWBROOK ROAD
1
5
0
00000
0
3
-1
19 2
-1
0
0
0
0
30 mph
1.00 mi
25 mph
(DJ) Min Vert Undrclr:
32 Appr Rdwy Width:
51 Brdg Rdwy With Curb-Curb:
WIDTHS
40 ft
40.0 ftSchool Bus: 0
0Transit Rt:
Emergency 0
0.000 mi
99.99 ft
16.58 ft
40.0 ft
40.00 ft
(V1.2)-1
Page 3 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:34:47
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1332153StructNum:
ROADWAY DATA
Bridge Id:
SRI
1332153
NBI Roadway?:
Roadway Name:
Item 5A:
Item 5B:
Item 5C:
Item 5D: Item 5E 0
ROADWAY IDENTIFICATION
HWY NETWORKS AND SERVICE CLASSIFICATION
11 Milepost:
12 Base Hwy Network:
20 Toll Facility:
13A LRS Inventory Route
26 Functional Class:
13B Subroute No.:
28 Lanes :
Num Median:
Road Speed:
ADTclass:
29 ADTtotal:
30 Year of ADT:
114 Future ADT:
115 Year of Future ADT:
109 Truck ADTT % :
19 Bypass Length:
Detour Speed:
TRAFFIC AND ACCIDENTS
100 Strahnet Hwy:
ALTERNATE CLASSIFICATION
104 NHS System:
105 Fed. Lands Hwy:
110 Truck Hwy Net:
102 TraffDirection:10 Vertical Clearance:
47 Invent Route Horiz Clear:
CLEARANCES
4
1
04
13100
2010
18300
2030
5
1
NJ 33 FREEWAY
2
3
1
0033F
1
3
00000033__
12 2
00
0
1
0
0
55 mph
1.00 mi
40 mph
(DJ) Min Vert Undrclr:
32 Appr Rdwy Width:
51 Brdg Rdwy With Curb-Curb:
WIDTHS
-3 ft
-3.3 ftSchool Bus: 0
0Transit Rt:
Emergency 0
28.240 mi
20.58 ft
16.58 ft
-3.3 ft
42.00 ft
(V1.2)00000033__
Page 4 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:34:47
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1331151StructNum:
IDENTIFICATION INSPECTION1 State: 34 New Jersey 8 Struc Num: 1331151 91 Frequency: Next Inspection:
7 Facility Carried: WEMROCK ROAD 9 Location: 0.91 MI WEST OF RT53792A FC Frequency: 93A FC Inspection Date: Next FC Inspection: NA
5A Rte.(On/Under): Route On Structure 5B Rte. Signing Prefix: 93B UW Inspection Date: Next UW Inspection:
0 -None of the below 00000
8-Other (incl toll rds)
92B UW Frequency: NA
5C Level of Service: 5D Rte. Number: 92C SI Frequency: 93C SI Date: Next SI: NA
5E Directional Suffix: 0- Not Applicable % Responsibility : NA
2 SHD District: 02- Central 3 County Code: MonmouthElement Frequency: Element Inspection Date: Next Elem. Insp. Due: 07/14/2013
4 Place Code: Freehold (Township of),
11 Mile Post: 0.000 miCLASSIFICATION
100 STRAHNET Highway: 0 -Not a STRAHNET hwy 101 Parallel Structure: N -No || bridge exists
102 Direction of Traffic: 2 -2-way traffic 103 Temporary Structure: _ Blank
98 Border Bridge Code: -1 Unknown (P)104 Highway System: 0 -Not on NHS 112 NBIS Length: Y - Long Enough
99 Border Bridge Number: NA20 Toll Facility: 3 -On free road 26 Functional Class: 19- Urban Local
37 Historical Significance: 4 -Hist sign not determ.
22 Owner:
46 Number of Approach Spans :
STRUCTURE TYPE AND MATERIALS0 45 Number of Spans Main Unit: 2
21 Custodian:
CONDITION58 Deck: 5 -Fair 59 Super: 8 -Very Good 60 Sub: 7 -Good
62 Culvert: N -Not applicable 61 Channel/Channel Protection: N -Not applicable
107 Deck Type: LOAD RATING AND POSTING108A Wearing Surface: 65 Inventory Rating Method: 1- LF Load Factor 63 Operating Rating Method: 1 -LF Load Factor
108B Membrane:
108C Deck Protection:66 Inventory Rating: HS51.0 64 Operating Rating: HS84.0
31 Design Load: 6- MS18(HS20)+mod 70 Posting: 5 At/Above Legal Loads
AGE AND SERVICE 41 Posting status: A -Open, no restriction
42A Type of Service On: 5 -Highway-pedestrian
42B Type of Service Under: 1 -HighwayAPPRAISAL
28A Lanes on: 4 28B Lanes Under: 19 Detour Length: 2.0 mi
29 ADT: 3,682 109 Truck ADT: 1 % 30 Year of ADT: 2011
36A Bridge Rail: 0 -Substandard 36C Approach Rail: 0 -Substandard
36B Transition: 0 -Substandard 36D Approach Rail Ends: 1 -Meets Standards
67 Str. Evaluation: 7 68 Deck Geometry: 3 Intolerable - Correct
GEOMETRIC DATA 69 Underclearance, Vertical and Horizontal: 3 -Intolerable - Correct
48 Length Max Span: 49 Structure Length: 71 Waterway Adequacy: N -Not applicable 72 Approach Alignment: 6 -Equal Min Criteria
50A Curb/Sdwlk Wdth L: 1.5 ft 50B Curb/Sidewalk Width R: 6.0 ft113 Scour Critical: N -Not Over Waterway
Width Curb to Curb 51: 50.0 ft 52 Width Out to Out:
PROPOSED IMPROVEMENTS
Deck Area: 16,995. sq. ft94 Bridge Cost: 75 Type of Work:
34 Skew: 35 Structure Flared: 0 -No flare95 Roadway Cost: 76 Length of Improvment:
53 Minimum Vertical Clearance Over Bridge:96 Total Cost: 114 Future ADT: 4,418
54A Minimum Vertical Underclearance Reference: H -Hwy beneath struct97 Year of Cost Estimate: 115 Year of Future ADT: 2031
54B Minimum Vertical Underclearance:
55A Minimum Lateral Underclearance Reference R: H -Hwy beneath struct
NAVIGATION DATA38 Navigation Control:
55B Minimum Lateral Undrclearance R: 39 Vertical Clearance: 0.0 ft 40 Horizontal Clearance: 0.0 ft
56 Minimum Lateral Undrclearance L: 111 Pier Protection: _ Not Applicable 116 Lift Bridge Vertical Clearance:
6
32 Approach Roadway Width:(w/ shoulders)
50 ft 33 Median:
43A/B Main Span Material/Design:
3 -Steel 02 -Stringer/Girder
07/14/2013
1- Conc..-Cast-in-Place
0- None
1 -Monolithic Concrete
0- None
45.00 °
N -N/A-No waterway
61.8 ft
0 No median
N
NA
NA
NA
07/14/201124 months
NA
NA
NA
24 months
27 Year Built: 1974 106 Year Reconstructed: -4
90 Inspection Date: 7/14/2011
01 NJDOT
01 NJDOT
S.R.: 74.5
$ 538
6 Feature Intersected : RT 33 FREEWAY
16 Latitude: 40d 15' 00.00" 17 Longitude: 074d 18' 36.00"
ELEMENT CONDITION STATE DATA
% in 5Qty. St. 4Qty. St. 2% in 2Qty. St. 1% in 1Total Qty % in 4Qty. St. 3% in 3 Qty. St. 5UnitsStr Unit Elm/Env Description
100 %00 %16,995 0 % 0 %00 00 %16,995 0 (SF)12/3 Bare Concrete Deck
0 %2,176100 %2,176 0 % 0 %00 00 %0 0 (LF)107/3 Paint Stl Opn Girder
0 %96100 %96 0 % 0 %00 00 %0 0 (LF)210/3 R/Conc Pier Wall
2 %33698 %342 0 % 0 %00 00 %6 0 (LF)215/3 R/Conc Abutment
0 %00 %262 0 % 0 %0262 0100 %0 0 (LF)302/3 Compressn Joint Seal
100 %00 %8 0 % 0 %00 00 %8 0 (EA)321/3 R/Conc Approach Slab
9999
2 -Functionally ObsoleteSD/FO-WEMROCK ROAD OVER RT33 FREEWAY
$875,000
$175,000
$1,255,000
2009
Name:
14.67 ft
34.50 ft
16.50 ft
38
276 ft
135.0 ft 275.0 ft
Page 1 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:27:38
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1331151StructNum:% in 5Qty. St. 4Qty. St. 2% in 2Qty. St. 1% in 1Total Qty % in 4Qty. St. 3% in 3 Qty. St. 5UnitsStr Unit Elm/Env Description
0 %550100 %550 0 % 0 %00 00 %0 0 (LF)331/3 Conc Bridge Railing
100 %00 %1 0 % 0 %00 00 %1 0 (EA)358/3 Deck Cracking SmFlag
0 %16100 %16 0 % 0 %00 00 %0 0 (EA)374/3 Rocker Bearing
0 %16100 %16 0 % 0 %00 00 %0 0 (EA)375/3 Pinned Bearing
0 %550100 %550 0 % 0 %00 00 %0 0 (LF)503/3 Curbs/Walks - Conc
100 %00 %2 0 % 0 %00 00 %2 0 (EA)505/3 Slope Protection
50 %150 %2 0 % 0 %00 00 %1 0 (LF)506/3 Wingwalls - Abut
Brkey: 1331151 Inspkey
NJDOT BRIDGE FIELDS
(AC) Non-Inv Feature:
(AF) Alt Struct #:
(AG) Rail Type:
(AH) Rail Height::
(AJ) Slope Protection:
(AK) Abutment:
(AL) Pier:
(AM) Depth of Fill:
(AP) Fender System:
(AT) Special Material 1:
(AT) Special Material 2:
(AU) Add Struct:
(AV) Widen Stru:
(A) Town:
(AA) Route:
(AD) Admin:
(AE) Alt Agency: -1 _
1
2
Freehold Twp.
33
-1
-1
-1
08 Solid Wall (Concrete)
3.28
03 Concrete Slab
02 Semi-stub
02 Solid Wall Pier
-3.28
_ None
_
_
_
_
GENERAL
STRUCTURE AND APPURTENANCES
(FI) Recommended:
COUNTER MEASURES
-1
(GV) Bridge:
(GW) Shoring:
(GX) Reports:
(GY) Measures:
(GZ) Cond Desc:
N
N
N
N
TEMPORARY STRUCTURES
-1
Type
3
HS
3-3
3S2
M
H
(BR)
(BS)
(BT)
(BU)
(BV)
(BQ)
51
50
-1
56
60
Inv
Misc L(CH1)
(CH2) -1.10231133522619
(CQ) Bridge List:
(BK) Overstress %:
(FV) Route Milepost:
J
-1
025.68
MISCELLANEOUS
LOAD RATINGS
(CF)
(CB)
(CC)
(CA)
(CD)
(CE)
84
83
-1
94
99
Opr
Material Design
-1
-1_
_1st Widen
2nd Widen
(BL) Discretionary:
(BM) Fed Job #:
(BN) State Job #:
(BO) St Maint Cost:
(BP) Brdg Demo
_
BRZNBIS756
2205216
-1
N
FUNDING AND COST
(FA) FHWA Category:
(FB) Stage 1 Date:
(FC) Stage 1 Consultant:
(FD) Prioritization:
(FE) Sufficiency:
(FF)Date Stage II
(FG) Stage II Consultant:
(FH) Crit. Element:
-1
1/1/1901
-1
_
-1
1/1/1901
-1
SCOUR EVALUATION
-1
(HB) Bridge List ID:
(HC) Consultant
(HD) 2-Cy Insp Contr:
KKKK_
S99
N
PROJECT PROGRAMMING
(FL) Monitoring Reqd:
(FK) Installed:
(FJ) Cost: -1
1 _ 2 _ 3 _
_
Material
Height
1:
2:
1:
2:
_
_
BRIDGE NOISE BARRIER (HA)
(AQ) Chain Link:
(FN) Warranted:
(GS) Overhead:
(GT) Cantilever:
(GU) Fascia Mounted:
(CG) Load Type:
(CG) Tons
(AI) Speed:
Y
-1
-1
-1
_
-1
FENCING
SIGN STRUCTURES
POSTINGS
(GB) Environment:
(GR) Last Painting:
(GA) Painting Req:
01
05/1999
Y
PAINTING
(HF) State Proj Mgr: MKP
5/13/2003II
4/19/2001I(HE) Proceed Date:
(BC) USRA Code:
(BD 1) Rail On/Under:
(BD2 )RRs intersected:
(BE) Rail Milepost:
-1
-1
-1
-0.62
RAILROAD
(FM) Incident Reprtd: _
3:
4:
(AO) Utilities: W
T
E
_
1:
2:
(CR) Off-Route Bridge:
(BB) Orphan Bridge:
(AN) Plan Available:
(FX) Fed Error Uncorr
(FW) Estimated ADT
N
N
Y
N
N
-1
--
6.562 ft
--
--
--
(V1.2)
Page 2 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:27:38
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1331151StructNum:
NJDOT INSPECTION FIELDS
(CI) Cycle Number:
(CM) Consultant:
(CO) Prev Consultant:
(CP) Federal Report:
(CK) Inspection Crew:
(CJ) Insp Type:
S99
S99
_
G
17
S
GENERAL
(BF) Deck: 1: Z
2: N
3: T
4: C
5: _
REMARKS
(GJ) Connections:
(GD) Fascia Beam:
(GE) Fascia B. Flange:
(GF) Interior Beam:
(GH) Interior B. Flange:
(GI) Beam Ends:
(GK) Bracings:
(GL) Bearings:
(GM) Substructure:
(GN) Above Deck Super:
(GO) Railings/Fence:
08
08
08
08
08
08
08
06
-1
-1
-1
(GP) Remarks 1:
-1
PAINTING
-1
(GQ) Remarks 2:
N
6(BA) Apr Rdwy Cond:
(B) Deletion Code:
MISCELLANEOUS
01
01
-1
-1
-1
-1
Location1:
Location 2:
Location 3:
FATIGUE DETAIL (AZ)
-1
-1(FR) Consultant:
(FS)
IN-DEPTH PIN-HANGER
(FT) Combo: N
(BG) Super: 1: _
2: _
3: _
(BH) Sub: 1: _
2:
3: _
_
_(BI) Channel
(BJ) Culvert _
_
(FP) Improvement Cost:
(FO) Pedestrian Traffic:
$ -1 Thousands
FENCING
1/1/1901(AW) Mech/Electrical:
(AX) Deck: 1/1/1901
(AY) Special Testing: 1/1/1901
(GC) Paint: 7/20/2009
INSPECTION DATES
(AR) Equipment: 1: _
2: _
3: _
(AS) Testing: 1: _
2: _
3: _
(V1.2)
1/1/1901(FQ) FCM/Pin-HngrInsp Date:
ROADWAY DATA
Bridge Id:
SRI
1331151
NBI Roadway?:
Roadway Name:
Item 5A:
Item 5B:
Item 5C:
Item 5D: Item 5E 0
ROADWAY IDENTIFICATION
HWY NETWORKS AND SERVICE CLASSIFICATION
11 Milepost:
12 Base Hwy Network:
20 Toll Facility:
13A LRS Inventory Route
26 Functional Class:
13B Subroute No.:
28 Lanes :
Num Median:
Road Speed:
ADTclass:
29 ADTtotal:
30 Year of ADT:
114 Future ADT:
115 Year of Future ADT:
109 Truck ADTT % :
19 Bypass Length:
Detour Speed:
TRAFFIC AND ACCIDENTS
100 Strahnet Hwy:
ALTERNATE CLASSIFICATION
104 NHS System:
105 Fed. Lands Hwy:
110 Truck Hwy Net:
102 TraffDirection:10 Vertical Clearance:
47 Invent Route Horiz Clear:
CLEARANCES
4
0
03
3682
2011
4418
2031
1
1
Wemrock Road
1
8
0
00000
0
3
-1
19 2
-1
0
0
0
0
40 mph
2.00 mi
40 mph
(DJ) Min Vert Undrclr:
32 Appr Rdwy Width:
51 Brdg Rdwy With Curb-Curb:
WIDTHS
50 ft
50.0 ftSchool Bus: 0
0Transit Rt:
Emergency 0
0.000 mi
99.99 ft
13.12 ft
50.0 ft
50.00 ft
(V1.2)-1
Page 3 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:27:38
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1331151StructNum:
ROADWAY DATA
Bridge Id:
SRI
1331151
NBI Roadway?:
Roadway Name:
Item 5A:
Item 5B:
Item 5C:
Item 5D: Item 5E 0
ROADWAY IDENTIFICATION
HWY NETWORKS AND SERVICE CLASSIFICATION
11 Milepost:
12 Base Hwy Network:
20 Toll Facility:
13A LRS Inventory Route
26 Functional Class:
13B Subroute No.:
28 Lanes :
Num Median:
Road Speed:
ADTclass:
29 ADTtotal:
30 Year of ADT:
114 Future ADT:
115 Year of Future ADT:
109 Truck ADTT % :
19 Bypass Length:
Detour Speed:
TRAFFIC AND ACCIDENTS
100 Strahnet Hwy:
ALTERNATE CLASSIFICATION
104 NHS System:
105 Fed. Lands Hwy:
110 Truck Hwy Net:
102 TraffDirection:10 Vertical Clearance:
47 Invent Route Horiz Clear:
CLEARANCES
6
0
04
15320
2011
18384
2031
5
1
NJ Route 33 Freeway
2
3
1
0033F
1
3
00000033__
12 2
00
0
1
0
0
55 mph
3.00 mi
40 mph
(DJ) Min Vert Undrclr:
32 Appr Rdwy Width:
51 Brdg Rdwy With Curb-Curb:
WIDTHS
-3 ft
-3.3 ftSchool Bus: 0
0Transit Rt:
Emergency 0
25.680 mi
15.92 ft
13.12 ft
-3.3 ft
53.50 ft
(V1.2)000000033__
Page 4 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:27:38
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1331152StructNum:
IDENTIFICATION INSPECTION1 State: 34 New Jersey 8 Struc Num: 1331152 91 Frequency: Next Inspection:
7 Facility Carried: CR537 & RAMPS 9 Location: 0.93 MI WEST OF US992A FC Frequency: 93A FC Inspection Date: Next FC Inspection: NA
5A Rte.(On/Under): Route On Structure 5B Rte. Signing Prefix: 93B UW Inspection Date: Next UW Inspection:
1 -Mainline 00537
4 -County Hwy 92B UW Frequency: NA
5C Level of Service: 5D Rte. Number: 92C SI Frequency: 93C SI Date: Next SI: NA
5E Directional Suffix: 0- Not Applicable % Responsibility : Unknown
2 SHD District: 02- Central 3 County Code: MonmouthElement Frequency: Element Inspection Date: Next Elem. Insp. Due: 04/29/2012
4 Place Code: Freehold (Township of),
11 Mile Post: 50.810 miCLASSIFICATION
100 STRAHNET Highway: 0 -Not a STRAHNET hwy 101 Parallel Structure: N -No || bridge exists
102 Direction of Traffic: 2 -2-way traffic 103 Temporary Structure: _ Blank
98 Border Bridge Code: -2 Not Applicable (P)104 Highway System: 0 -Not on NHS 112 NBIS Length: Y - Long Enough
99 Border Bridge Number:20 Toll Facility: 3 -On free road 26 Functional Class: 16- Urban Minor Arterial
37 Historical Significance: 4 -Hist sign not determ.
22 Owner:
46 Number of Approach Spans :
STRUCTURE TYPE AND MATERIALS0 45 Number of Spans Main Unit: 2
21 Custodian:
CONDITION58 Deck: 6 -Satisfactory 59 Super: 7 -Good 60 Sub: 7 -Good
62 Culvert: N -Not applicable 61 Channel/Channel Protection: N -Not applicable
107 Deck Type: LOAD RATING AND POSTING108A Wearing Surface: 65 Inventory Rating Method: 1- LF Load Factor 63 Operating Rating Method: 1 -LF Load Factor
108B Membrane:
108C Deck Protection:66 Inventory Rating: HS49.0 64 Operating Rating: HS82.0
31 Design Load: 6- MS18(HS20)+mod 70 Posting: 5 At/Above Legal Loads
AGE AND SERVICE 41 Posting status: A -Open, no restriction
42A Type of Service On: 5 -Highway-pedestrian
42B Type of Service Under: 1 -HighwayAPPRAISAL
28A Lanes on: 4 28B Lanes Under: 19 Detour Length: 1.0 mi
29 ADT: 13,465 109 Truck ADT: 4 % 30 Year of ADT: 2010
36A Bridge Rail: 0 -Substandard 36C Approach Rail: 0 -Substandard
36B Transition: 0 -Substandard 36D Approach Rail Ends: 1 -Meets Standards
67 Str. Evaluation: 7 68 Deck Geometry: 3 Intolerable - Correct
GEOMETRIC DATA 69 Underclearance, Vertical and Horizontal: 3 -Intolerable - Correct
48 Length Max Span: 49 Structure Length: 71 Waterway Adequacy: N -Not applicable 72 Approach Alignment: 8 -Equal Desirable Crit
50A Curb/Sdwlk Wdth L: 1.5 ft 50B Curb/Sidewalk Width R: 6.0 ft113 Scour Critical: N -Not Over Waterway
Width Curb to Curb 51: 50.0 ft 52 Width Out to Out:
PROPOSED IMPROVEMENTS
Deck Area: 11,983. sq. ft94 Bridge Cost: 75 Type of Work:
34 Skew: 35 Structure Flared: 1 -Yes, flared95 Roadway Cost: 76 Length of Improvment:
53 Minimum Vertical Clearance Over Bridge:96 Total Cost: 114 Future ADT: 18,850
54A Minimum Vertical Underclearance Reference: H -Hwy beneath struct97 Year of Cost Estimate: 115 Year of Future ADT: 2030
54B Minimum Vertical Underclearance:
55A Minimum Lateral Underclearance Reference R: H -Hwy beneath struct
NAVIGATION DATA38 Navigation Control:
55B Minimum Lateral Undrclearance R: 39 Vertical Clearance: 0.0 ft 40 Horizontal Clearance: 0.0 ft
56 Minimum Lateral Undrclearance L: 111 Pier Protection: _ Not Applicable 116 Lift Bridge Vertical Clearance:
6
32 Approach Roadway Width:(w/ shoulders)
50 ft 33 Median:
43A/B Main Span Material/Design:
3 -Steel 02 -Stringer/Girder
04/29/2012
1- Conc..-Cast-in-Place
0- None
1 -Monolithic Concrete
0- None
17.00 °
N -N/A-No waterway
61.8 ft
0 No median
N
NA
NA
NA
04/29/201024 months
NA
NA
NA
24 months
27 Year Built: 1974 106 Year Reconstructed: -4
90 Inspection Date: 4/29/2010
01 NJDOT
01 NJDOT
S.R.: 73.6
Unknown
6 Feature Intersected : NJ RT 33 FREEWAY
16 Latitude: 40d 14' 48.35" 17 Longitude: 074d 17' 40.23"
ELEMENT CONDITION STATE DATA
% in 5Qty. St. 4Qty. St. 2% in 2Qty. St. 1% in 1Total Qty % in 4Qty. St. 3% in 3 Qty. St. 5UnitsStr Unit Elm/Env Description
100 %00 %11,989 0 % 0 %00 00 %11,989 0 (SF)12/3 Bare Concrete Deck
2 %1,58098 %1,615 0 % 0 %00 00 %35 0 (LF)107/3 Paint Stl Opn Girder
0 %67100 %67 0 % 0 %00 00 %0 0 (LF)210/3 R/Conc Pier Wall
6 %22893 %245 0 % 0 %03 01 %14 0 (LF)215/3 R/Conc Abutment
57 %84 %186 0 % 0 %072 039 %106 0 (LF)302/3 Compressn Joint Seal
56 %00 %9 0 % 0 %04 044 %5 0 (EA)321/3 R/Conc Approach Slab
9999
2 -Functionally ObsoleteSD/FO-CR.537 & RAMPS WN,ES OVER NJ 33F
$940,000
$200,000
$1,354,000
2010
Name:
14.75 ft
27.00 ft
17.40 ft
38
194 ft
95.0 ft 194.0 ft
Page 1 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:28:39
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1331152StructNum:% in 5Qty. St. 4Qty. St. 2% in 2Qty. St. 1% in 1Total Qty % in 4Qty. St. 3% in 3 Qty. St. 5UnitsStr Unit Elm/Env Description
1 %38699 %388 0 % 0 %00 00 %2 0 (LF)331/3 Conc Bridge Railing
100 %00 %1 0 % 0 %00 00 %1 0 (EA)358/3 Deck Cracking SmFlag
0 %1100 %1 0 % 0 %00 00 %0 0 (EA)359/3 Soffit Smart Flag
24 %1165 %17 0 % 0 %02 012 %4 0 (EA)374/3 Rocker Bearing
35 %1165 %17 0 % 0 %00 00 %6 0 (EA)375/3 Pinned Bearing
3 %37196 %388 0 % 0 %07 02 %10 0 (LF)503/3 Curbs/Walks - Conc
100 %00 %2 0 % 0 %00 00 %2 0 (EA)505/3 Slope Protection
Brkey: 1331152 Inspkey
NJDOT BRIDGE FIELDS
(AC) Non-Inv Feature:
(AF) Alt Struct #:
(AG) Rail Type:
(AH) Rail Height::
(AJ) Slope Protection:
(AK) Abutment:
(AL) Pier:
(AM) Depth of Fill:
(AP) Fender System:
(AT) Special Material 1:
(AT) Special Material 2:
(AU) Add Struct:
(AV) Widen Stru:
(A) Town:
(AA) Route:
(AD) Admin:
(AE) Alt Agency: -1 _
1
2
Freehold Twp.
33
-1
-1
-1
08 Solid Wall (Concrete)
2.25
03 Concrete Slab
62(B)Semi-stub on Con P
62All Sld Wall Pier on C
-3.28
_ None
_
_
_
_
GENERAL
STRUCTURE AND APPURTENANCES
(FI) Recommended:
COUNTER MEASURES
-1
(GV) Bridge:
(GW) Shoring:
(GX) Reports:
(GY) Measures:
(GZ) Cond Desc:
N
N
N
N
TEMPORARY STRUCTURES
-1
Type
3
HS
3-3
3S2
M
H
(BR)
(BS)
(BT)
(BU)
(BV)
(BQ)
49
47
0
57
63
Inv
Misc L(CH1)
(CH2) 0
(CQ) Bridge List:
(BK) Overstress %:
(FV) Route Milepost:
X
0
026.59
MISCELLANEOUS
LOAD RATINGS
(CF)
(CB)
(CC)
(CA)
(CD)
(CE)
82
79
0
96
99
Opr
Material Design
-1
-1_
_1st Widen
2nd Widen
(BL) Discretionary:
(BM) Fed Job #:
(BN) State Job #:
(BO) St Maint Cost:
(BP) Brdg Demo
_
BR NBIS753
2205034
0
N
FUNDING AND COST
(FA) FHWA Category:
(FB) Stage 1 Date:
(FC) Stage 1 Consultant:
(FD) Prioritization:
(FE) Sufficiency:
(FF)Date Stage II
(FG) Stage II Consultant:
(FH) Crit. Element:
_
1/1/1901
-1
_
0
1/1/1901
-1
SCOUR EVALUATION
-1
(HB) Bridge List ID:
(HC) Consultant
(HD) 2-Cy Insp Contr:
LLLL_
S99
N
PROJECT PROGRAMMING
(FL) Monitoring Reqd:
(FK) Installed:
(FJ) Cost: 0
1 _ 2 _ 3 _
_
Material
Height
1:
2:
1:
2:
_
_
BRIDGE NOISE BARRIER (HA)
(AQ) Chain Link:
(FN) Warranted:
(GS) Overhead:
(GT) Cantilever:
(GU) Fascia Mounted:
(CG) Load Type:
(CG) Tons
(AI) Speed:
Y
0
0
3
_
0
FENCING
SIGN STRUCTURES
POSTINGS
(GB) Environment:
(GR) Last Painting:
(GA) Painting Req:
01
05/1999
Y
PAINTING
(HF) State Proj Mgr: MAK
1/1/1901II
1/1/1901I(HE) Proceed Date:
(BC) USRA Code:
(BD 1) Rail On/Under:
(BD2 )RRs intersected:
(BE) Rail Milepost:
-1
-1
-1
-0.62
RAILROAD
(FM) Incident Reprtd: _
3:
4:
(AO) Utilities: E
G
T
W
1:
2:
(CR) Off-Route Bridge:
(BB) Orphan Bridge:
(AN) Plan Available:
(FX) Fed Error Uncorr
(FW) Estimated ADT
N
N
Y
N
N
0
--
4.5 ft
--
--
--
(V1.2)
Page 2 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:28:39
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1331152StructNum:
NJDOT INSPECTION FIELDS
(CI) Cycle Number:
(CM) Consultant:
(CO) Prev Consultant:
(CP) Federal Report:
(CK) Inspection Crew:
(CJ) Insp Type:
S99
S99
_
K
16
S
GENERAL
(BF) Deck: 1: Z
2: N
3: T
4: C
5: _
REMARKS
(GJ) Connections:
(GD) Fascia Beam:
(GE) Fascia B. Flange:
(GF) Interior Beam:
(GH) Interior B. Flange:
(GI) Beam Ends:
(GK) Bracings:
(GL) Bearings:
(GM) Substructure:
(GN) Above Deck Super:
(GO) Railings/Fence:
07
07
07
07
06
06
06
04
-1
07
-1
(GP) Remarks 1:
-1
PAINTING
-1
(GQ) Remarks 2:
N
6(BA) Apr Rdwy Cond:
(B) Deletion Code:
MISCELLANEOUS
-1
-1
-1
-1
-1
-1
Location1:
Location 2:
Location 3:
FATIGUE DETAIL (AZ)
-1
-1(FR) Consultant:
(FS)
IN-DEPTH PIN-HANGER
(FT) Combo: N
(BG) Super: 1: 4
2: _
3: _
(BH) Sub: 1: Z
2:
3: _
_
_(BI) Channel
(BJ) Culvert _
0
(FP) Improvement Cost:
(FO) Pedestrian Traffic:
$ 26 Thousands
FENCING
1/1/1901(AW) Mech/Electrical:
(AX) Deck: 1/1/1901
(AY) Special Testing: 1/1/1901
(GC) Paint: 4/29/2010
INSPECTION DATES
(AR) Equipment: 1: M
2: _
3: _
(AS) Testing: 1: _
2: _
3: _
(V1.2)
1/1/1901(FQ) FCM/Pin-HngrInsp Date:
ROADWAY DATA
Bridge Id:
SRI
1331152
NBI Roadway?:
Roadway Name:
Item 5A:
Item 5B:
Item 5C:
Item 5D: Item 5E 0
ROADWAY IDENTIFICATION
HWY NETWORKS AND SERVICE CLASSIFICATION
11 Milepost:
12 Base Hwy Network:
20 Toll Facility:
13A LRS Inventory Route
26 Functional Class:
13B Subroute No.:
28 Lanes :
Num Median:
Road Speed:
ADTclass:
29 ADTtotal:
30 Year of ADT:
114 Future ADT:
115 Year of Future ADT:
109 Truck ADTT % :
19 Bypass Length:
Detour Speed:
TRAFFIC AND ACCIDENTS
100 Strahnet Hwy:
ALTERNATE CLASSIFICATION
104 NHS System:
105 Fed. Lands Hwy:
110 Truck Hwy Net:
102 TraffDirection:10 Vertical Clearance:
47 Invent Route Horiz Clear:
CLEARANCES
4
0
04
13465
2010
18850
2030
4
1
County Route 537
1
4
1
00537
0
3
-1
16 2
-1
0
0
0
0
40 mph
1.00 mi
25 mph
(DJ) Min Vert Undrclr:
32 Appr Rdwy Width:
51 Brdg Rdwy With Curb-Curb:
WIDTHS
50 ft
50.0 ftSchool Bus: 0
0Transit Rt:
Emergency 0
50.810 mi
99.99 ft
14.75 ft
50.0 ft
50.00 ft
(V1.2)00000537__
Page 3 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:28:39
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1331152StructNum:
ROADWAY DATA
Bridge Id:
SRI
1331152
NBI Roadway?:
Roadway Name:
Item 5A:
Item 5B:
Item 5C:
Item 5D: Item 5E 0
ROADWAY IDENTIFICATION
HWY NETWORKS AND SERVICE CLASSIFICATION
11 Milepost:
12 Base Hwy Network:
20 Toll Facility:
13A LRS Inventory Route
26 Functional Class:
13B Subroute No.:
28 Lanes :
Num Median:
Road Speed:
ADTclass:
29 ADTtotal:
30 Year of ADT:
114 Future ADT:
115 Year of Future ADT:
109 Truck ADTT % :
19 Bypass Length:
Detour Speed:
TRAFFIC AND ACCIDENTS
100 Strahnet Hwy:
ALTERNATE CLASSIFICATION
104 NHS System:
105 Fed. Lands Hwy:
110 Truck Hwy Net:
102 TraffDirection:10 Vertical Clearance:
47 Invent Route Horiz Clear:
CLEARANCES
6
0
04
25842
2010
36178
2030
4
1
Route 33 Freeway
2
3
1
0033F
1
3
00000033__
12 2
00
0
1
0
0
55 mph
1.00 mi
35 mph
(DJ) Min Vert Undrclr:
32 Appr Rdwy Width:
51 Brdg Rdwy With Curb-Curb:
WIDTHS
59 ft
0.0 ftSchool Bus: 0
0Transit Rt:
Emergency 0
26.590 mi
15.00 ft
14.75 ft
0.0 ft
59.00 ft
(V1.2)00000033__
Page 4 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:28:39
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1331153StructNum:
IDENTIFICATION INSPECTION1 State: 34 New Jersey 8 Struc Num: 1331153 91 Frequency: Next Inspection:
7 Facility Carried: RT NJ 33 FRWY WB 9 Location: 0.2 MI WEST OF RT 7992A FC Frequency: 93A FC Inspection Date: Next FC Inspection: NA
5A Rte.(On/Under): Route On Structure 5B Rte. Signing Prefix: 93B UW Inspection Date: Next UW Inspection:
1 -Mainline 0033F
3 -State Hwy 92B UW Frequency: NA
5C Level of Service: 5D Rte. Number: 92C SI Frequency: 93C SI Date: Next SI: NA
5E Directional Suffix: 0- Not Applicable % Responsibility : Unknown
2 SHD District: 02- Central 3 County Code: MonmouthElement Frequency: Element Inspection Date: Next Elem. Insp. Due: 05/17/2012
4 Place Code: Freehold (Township of),
11 Mile Post: 27.540 miCLASSIFICATION
100 STRAHNET Highway: 0 -Not a STRAHNET hwy 101 Parallel Structure: L -Left of || bridge
102 Direction of Traffic: 1 -1-way traffic 103 Temporary Structure: _ Blank
98 Border Bridge Code: -2 Not Applicable (P)104 Highway System: 1 -On the NHS 112 NBIS Length: Y - Long Enough
99 Border Bridge Number:20 Toll Facility: 3 -On free road 26 Functional Class: 12 -Urban Fwy/Expwy
37 Historical Significance: 4 -Hist sign not determ.
22 Owner:
46 Number of Approach Spans :
STRUCTURE TYPE AND MATERIALS0 45 Number of Spans Main Unit: 2
21 Custodian:
CONDITION58 Deck: 6 -Satisfactory 59 Super: 7 -Good 60 Sub: 7 -Good
62 Culvert: N -Not applicable 61 Channel/Channel Protection: N -Not applicable
107 Deck Type: LOAD RATING AND POSTING108A Wearing Surface: 65 Inventory Rating Method: 1- LF Load Factor 63 Operating Rating Method: 1 -LF Load Factor
108B Membrane:
108C Deck Protection:66 Inventory Rating: HS51.0 64 Operating Rating: HS86.0
31 Design Load: 6- MS18(HS20)+mod 70 Posting: 5 At/Above Legal Loads
AGE AND SERVICE 41 Posting status: A -Open, no restriction
42A Type of Service On: 1 -Highway
42B Type of Service Under: 1 -HighwayAPPRAISAL
28A Lanes on: 3 28B Lanes Under: 19 Detour Length: 2.0 mi
29 ADT: 12,920 109 Truck ADT: 5 % 30 Year of ADT: 2010
36A Bridge Rail: 0 -Substandard 36C Approach Rail: 0 -Substandard
36B Transition: 0 -Substandard 36D Approach Rail Ends: 1 -Meets Standards
67 Str. Evaluation: 7 68 Deck Geometry: 6 Equal Min Criteria
GEOMETRIC DATA 69 Underclearance, Vertical and Horizontal: 6 -Equal Minimum
48 Length Max Span: 49 Structure Length: 71 Waterway Adequacy: N -Not applicable 72 Approach Alignment: 8 -Equal Desirable Crit
50A Curb/Sdwlk Wdth L: 0.8 ft 50B Curb/Sidewalk Width R: 0.8 ft113 Scour Critical: N -Not Over Waterway
Width Curb to Curb 51: 53.0 ft 52 Width Out to Out:
PROPOSED IMPROVEMENTS
Deck Area: 13,117.5 sq. ft94 Bridge Cost: 75 Type of Work:
34 Skew: 35 Structure Flared: 0 -No flare95 Roadway Cost: 76 Length of Improvment:
53 Minimum Vertical Clearance Over Bridge:96 Total Cost: 114 Future ADT: 18,088
54A Minimum Vertical Underclearance Reference: H -Hwy beneath struct97 Year of Cost Estimate: 115 Year of Future ADT: 2030
54B Minimum Vertical Underclearance:
55A Minimum Lateral Underclearance Reference R: H -Hwy beneath struct
NAVIGATION DATA38 Navigation Control:
55B Minimum Lateral Undrclearance R: 39 Vertical Clearance: 0.0 ft 40 Horizontal Clearance: 0.0 ft
56 Minimum Lateral Undrclearance L: 111 Pier Protection: _ Not Applicable 116 Lift Bridge Vertical Clearance:
4
32 Approach Roadway Width:(w/ shoulders)
53 ft 33 Median:
43A/B Main Span Material/Design:
3 -Steel 02 -Stringer/Girder
05/17/2012
1- Conc..-Cast-in-Place
0- None
0 -None
9- Other
45.00 °
N -N/A-No waterway
58.3 ft
0 No median
N
NA
NA
NA
05/17/201024 months
NA
NA
NA
24 months
27 Year Built: 1974 106 Year Reconstructed: -4
90 Inspection Date: 5/17/2010
01 NJDOT
01 NJDOT
S.R.: 96.1
Unknown
6 Feature Intersected : US 9
16 Latitude: 40d 14' 30.48" 17 Longitude: 074d 16' 42.60"
ELEMENT CONDITION STATE DATA
% in 5Qty. St. 4Qty. St. 2% in 2Qty. St. 1% in 1Total Qty % in 4Qty. St. 3% in 3 Qty. St. 5UnitsStr Unit Elm/Env Description
100 %00 %13,118 0 % 0 %00 00 %13,118 0 (SF)12/3 Bare Concrete Deck
0 %1,760100 %1,760 0 % 0 %00 00 %0 0 (LF)107/3 Paint Stl Opn Girder
3 %7898 %80 0 % 0 %00 00 %2 0 (LF)210/3 R/Conc Pier Wall
7 %16391 %180 0 % 0 %04 02 %13 0 (LF)215/3 R/Conc Abutment
65 %8635 %247 0 % 0 %00 00 %161 0 (LF)302/3 Compressn Joint Seal
80 %120 %5 0 % 0 %00 00 %4 0 (EA)321/3 R/Conc Approach Slab
9999
0 -Not DeficientSD/FO-NJ 33 FRWY WB OVER US 9
($1)
($1)
($1)
0
Name:
14.75 ft
18.00 ft
9.00 ft
-1
-3 ft
113.0 ft 225.0 ft
Page 1 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:30:11
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1331153StructNum:% in 5Qty. St. 4Qty. St. 2% in 2Qty. St. 1% in 1Total Qty % in 4Qty. St. 3% in 3 Qty. St. 5UnitsStr Unit Elm/Env Description
0 %451100 %451 0 % 0 %00 00 %0 0 (LF)333/3 Other Bridge Railing
0 %1100 %1 0 % 0 %00 00 %0 0 (EA)358/3 Deck Cracking SmFlag
0 %1100 %1 0 % 0 %00 00 %0 0 (EA)359/3 Soffit Smart Flag
25 %1169 %16 0 % 0 %01 06 %4 0 (EA)374/3 Rocker Bearing
19 %1381 %16 0 % 0 %00 00 %3 0 (EA)375/3 Pinned Bearing
7 %40189 %451 0 % 0 %020 04 %30 0 (LF)503/3 Curbs/Walks - Conc
0 %2100 %2 0 % 0 %00 00 %0 0 (EA)505/3 Slope Protection
0 %40100 %40 0 % 0 %00 00 %0 0 (LF)506/3 Wingwalls - Abut
Brkey: 1331153 Inspkey
NJDOT BRIDGE FIELDS
(AC) Non-Inv Feature:
(AF) Alt Struct #:
(AG) Rail Type:
(AH) Rail Height::
(AJ) Slope Protection:
(AK) Abutment:
(AL) Pier:
(AM) Depth of Fill:
(AP) Fender System:
(AT) Special Material 1:
(AT) Special Material 2:
(AU) Add Struct:
(AV) Widen Stru:
(A) Town:
(AA) Route:
(AD) Admin:
(AE) Alt Agency: -1 _
1
2
Freehold Twp.
33
-1
-1
-1
02 Rail Alum./con parapt
2.33
03 Concrete Slab
02 Semi-stub
02 Solid Wall Pier
-3.28
_ None
_
_
_
_
GENERAL
STRUCTURE AND APPURTENANCES
(FI) Recommended:
COUNTER MEASURES
-1
(GV) Bridge:
(GW) Shoring:
(GX) Reports:
(GY) Measures:
(GZ) Cond Desc:
N
N
N
N
TEMPORARY STRUCTURES
-1
Type
3
HS
3-3
3S2
M
H
(BR)
(BS)
(BT)
(BU)
(BV)
(BQ)
51
50
0
58
63
Inv
Misc L(CH1)
(CH2) 0
(CQ) Bridge List:
(BK) Overstress %:
(FV) Route Milepost:
_
0
027.54
MISCELLANEOUS
LOAD RATINGS
(CF)
(CB)
(CC)
(CA)
(CD)
(CE)
86
83
0
97
99
Opr
Material Design
-1
-1_
_1st Widen
2nd Widen
(BL) Discretionary:
(BM) Fed Job #:
(BN) State Job #:
(BO) St Maint Cost:
(BP) Brdg Demo
_
BR NBIS753
2205034
0
N
FUNDING AND COST
(FA) FHWA Category:
(FB) Stage 1 Date:
(FC) Stage 1 Consultant:
(FD) Prioritization:
(FE) Sufficiency:
(FF)Date Stage II
(FG) Stage II Consultant:
(FH) Crit. Element:
_
1/1/1901
-1
_
0
1/1/1901
-1
SCOUR EVALUATION
-1
(HB) Bridge List ID:
(HC) Consultant
(HD) 2-Cy Insp Contr:
LLLL_
S99
N
PROJECT PROGRAMMING
(FL) Monitoring Reqd:
(FK) Installed:
(FJ) Cost: 0
1 _ 2 _ 3 _
_
Material
Height
1:
2:
1:
2:
_
_
BRIDGE NOISE BARRIER (HA)
(AQ) Chain Link:
(FN) Warranted:
(GS) Overhead:
(GT) Cantilever:
(GU) Fascia Mounted:
(CG) Load Type:
(CG) Tons
(AI) Speed:
N
0
0
0
_
0
FENCING
SIGN STRUCTURES
POSTINGS
(GB) Environment:
(GR) Last Painting:
(GA) Painting Req:
01
06/1999
Y
PAINTING
(HF) State Proj Mgr: MAK
1/1/1901II
1/1/1901I(HE) Proceed Date:
(BC) USRA Code:
(BD 1) Rail On/Under:
(BD2 )RRs intersected:
(BE) Rail Milepost:
-1
-1
-1
-0.62
RAILROAD
(FM) Incident Reprtd: _
3:
4:
(AO) Utilities: _
_
_
_
1:
2:
(CR) Off-Route Bridge:
(BB) Orphan Bridge:
(AN) Plan Available:
(FX) Fed Error Uncorr
(FW) Estimated ADT
N
N
Y
N
Y
0
--
. ft
--
--
--
(V1.2)
Page 2 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:30:11
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1331153StructNum:
NJDOT INSPECTION FIELDS
(CI) Cycle Number:
(CM) Consultant:
(CO) Prev Consultant:
(CP) Federal Report:
(CK) Inspection Crew:
(CJ) Insp Type:
S99
S99
_
K
16
S
GENERAL
(BF) Deck: 1: N
2: C
3: _
4: _
5: _
REMARKS
(GJ) Connections:
(GD) Fascia Beam:
(GE) Fascia B. Flange:
(GF) Interior Beam:
(GH) Interior B. Flange:
(GI) Beam Ends:
(GK) Bracings:
(GL) Bearings:
(GM) Substructure:
(GN) Above Deck Super:
(GO) Railings/Fence:
07
06
07
06
07
06
06
05
-1
-1
-1
(GP) Remarks 1:
Fasicia beams are rusted.
PAINTING
-1
(GQ) Remarks 2:
N
6(BA) Apr Rdwy Cond:
(B) Deletion Code:
MISCELLANEOUS
_
_
-1
-1
-1
-1
Location1:
Location 2:
Location 3:
FATIGUE DETAIL (AZ)
-1
-1(FR) Consultant:
(FS)
IN-DEPTH PIN-HANGER
(FT) Combo: N
(BG) Super: 1: Z
2: _
3: _
(BH) Sub: 1: Z
2:
3: C
O
_(BI) Channel
(BJ) Culvert _
N
(FP) Improvement Cost:
(FO) Pedestrian Traffic:
$ 0 Thousands
FENCING
1/1/1901(AW) Mech/Electrical:
(AX) Deck: 1/1/1901
(AY) Special Testing: 1/1/1901
(GC) Paint: 5/17/2010
INSPECTION DATES
(AR) Equipment: 1: _
2: _
3: _
(AS) Testing: 1: _
2: _
3: _
(V1.2)
1/1/1901(FQ) FCM/Pin-HngrInsp Date:
ROADWAY DATA
Bridge Id:
SRI
1331153
NBI Roadway?:
Roadway Name:
Item 5A:
Item 5B:
Item 5C:
Item 5D: Item 5E 0
ROADWAY IDENTIFICATION
HWY NETWORKS AND SERVICE CLASSIFICATION
11 Milepost:
12 Base Hwy Network:
20 Toll Facility:
13A LRS Inventory Route
26 Functional Class:
13B Subroute No.:
28 Lanes :
Num Median:
Road Speed:
ADTclass:
29 ADTtotal:
30 Year of ADT:
114 Future ADT:
115 Year of Future ADT:
109 Truck ADTT % :
19 Bypass Length:
Detour Speed:
TRAFFIC AND ACCIDENTS
100 Strahnet Hwy:
ALTERNATE CLASSIFICATION
104 NHS System:
105 Fed. Lands Hwy:
110 Truck Hwy Net:
102 TraffDirection:10 Vertical Clearance:
47 Invent Route Horiz Clear:
CLEARANCES
3
0
04
12920
2010
18088
2030
5
1
NJ 33 FREEWAY
1
3
1
0033F
1
3
00000033__
12 1
00
0
1
0
0
55 mph
2.00 mi
35 mph
(DJ) Min Vert Undrclr:
32 Appr Rdwy Width:
51 Brdg Rdwy With Curb-Curb:
WIDTHS
53 ft
53.0 ftSchool Bus: 0
0Transit Rt:
Emergency 0
27.540 mi
99.99 ft
14.75 ft
53.0 ft
53.00 ft
(V1.2)00000033__
Page 3 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:30:11
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1331153StructNum:
ROADWAY DATA
Bridge Id:
SRI
1331153
NBI Roadway?:
Roadway Name:
Item 5A:
Item 5B:
Item 5C:
Item 5D: Item 5E 0
ROADWAY IDENTIFICATION
HWY NETWORKS AND SERVICE CLASSIFICATION
11 Milepost:
12 Base Hwy Network:
20 Toll Facility:
13A LRS Inventory Route
26 Functional Class:
13B Subroute No.:
28 Lanes :
Num Median:
Road Speed:
ADTclass:
29 ADTtotal:
30 Year of ADT:
114 Future ADT:
115 Year of Future ADT:
109 Truck ADTT % :
19 Bypass Length:
Detour Speed:
TRAFFIC AND ACCIDENTS
100 Strahnet Hwy:
ALTERNATE CLASSIFICATION
104 NHS System:
105 Fed. Lands Hwy:
110 Truck Hwy Net:
102 TraffDirection:10 Vertical Clearance:
47 Invent Route Horiz Clear:
CLEARANCES
4
0
04
39014
2010
54620
2030
5
1
US 9
2
2
1
00009
1
3
00000009__
14 2
00
0
1
0
0
50 mph
1.00 mi
35 mph
(DJ) Min Vert Undrclr:
32 Appr Rdwy Width:
51 Brdg Rdwy With Curb-Curb:
WIDTHS
0 ft
0.0 ftSchool Bus: 0
0Transit Rt:
Emergency 0
112.910 mi
16.50 ft
14.75 ft
0.0 ft
50.00 ft
(V1.2)00000009__
Page 4 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:30:11
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1331154StructNum:
IDENTIFICATION INSPECTION1 State: 34 New Jersey 8 Struc Num: 1331154 91 Frequency: Next Inspection:
7 Facility Carried: ROUTE NJ 33 EB 9 Location: 1 MILE EAST OF CO 537JCT 92A FC Frequency: 93A FC Inspection Date: Next FC Inspection: NA
5A Rte.(On/Under): Route On Structure 5B Rte. Signing Prefix: 93B UW Inspection Date: Next UW Inspection:
1 -Mainline 00033
3 -State Hwy 92B UW Frequency: NA
5C Level of Service: 5D Rte. Number: 92C SI Frequency: 93C SI Date: Next SI: NA
5E Directional Suffix: 0- Not Applicable % Responsibility : NA
2 SHD District: 02- Central 3 County Code: MonmouthElement Frequency: Element Inspection Date: Next Elem. Insp. Due: 10/04/2012
4 Place Code: Freehold (Township of),
11 Mile Post: 27.540 miCLASSIFICATION
100 STRAHNET Highway: 0 -Not a STRAHNET hwy 101 Parallel Structure: R -Right of || bridge
102 Direction of Traffic: 1 -1-way traffic 103 Temporary Structure: _ Blank
98 Border Bridge Code: -2 Not Applicable (P)104 Highway System: 1 -On the NHS 112 NBIS Length: Y - Long Enough
99 Border Bridge Number: NA20 Toll Facility: 3 -On free road 26 Functional Class: 12 -Urban Fwy/Expwy
37 Historical Significance: 4 -Hist sign not determ.
22 Owner:
46 Number of Approach Spans :
STRUCTURE TYPE AND MATERIALS0 45 Number of Spans Main Unit: 2
21 Custodian:
CONDITION58 Deck: 7 -Good 59 Super: 7 -Good 60 Sub: 7 -Good
62 Culvert: N -Not applicable 61 Channel/Channel Protection: N -Not applicable
107 Deck Type: LOAD RATING AND POSTING108A Wearing Surface: 65 Inventory Rating Method: 1- LF Load Factor 63 Operating Rating Method: 1 -LF Load Factor
108B Membrane:
108C Deck Protection:66 Inventory Rating: HS67.0 64 Operating Rating: HS99.9
31 Design Load: 5 -MS 18 (HS 20) 70 Posting: 5 At/Above Legal Loads
AGE AND SERVICE 41 Posting status: A -Open, no restriction
42A Type of Service On: 1 -Highway
42B Type of Service Under: 1 -HighwayAPPRAISAL
28A Lanes on: 2 28B Lanes Under: 19 Detour Length: 1.0 mi
29 ADT: 6,022 109 Truck ADT: 5 % 30 Year of ADT: 2010
36A Bridge Rail: 0 -Substandard 36C Approach Rail: 0 -Substandard
36B Transition: 0 -Substandard 36D Approach Rail Ends: 0 -Substandard
67 Str. Evaluation: 7 68 Deck Geometry: 9 Above Desirable Crit
GEOMETRIC DATA 69 Underclearance, Vertical and Horizontal: 6 -Equal Minimum
48 Length Max Span: 49 Structure Length: 71 Waterway Adequacy: N -Not applicable 72 Approach Alignment: 8 -Equal Desirable Crit
50A Curb/Sdwlk Wdth L: 0.7 ft 50B Curb/Sidewalk Width R: 0.7 ft113 Scour Critical: N -Not Over Waterway
Width Curb to Curb 51: 42.5 ft 52 Width Out to Out:
PROPOSED IMPROVEMENTS
Deck Area: 10,871.5 sq. ft94 Bridge Cost: 75 Type of Work:
34 Skew: 35 Structure Flared: 0 -No flare95 Roadway Cost: 76 Length of Improvment:
53 Minimum Vertical Clearance Over Bridge:96 Total Cost: 114 Future ADT: 7,348
54A Minimum Vertical Underclearance Reference: H -Hwy beneath struct97 Year of Cost Estimate: 115 Year of Future ADT: 2030
54B Minimum Vertical Underclearance:
55A Minimum Lateral Underclearance Reference R: H -Hwy beneath struct
NAVIGATION DATA38 Navigation Control:
55B Minimum Lateral Undrclearance R: 39 Vertical Clearance: 0.0 ft 40 Horizontal Clearance: 0.0 ft
56 Minimum Lateral Undrclearance L: 111 Pier Protection: _ Not Applicable 116 Lift Bridge Vertical Clearance:
4
32 Approach Roadway Width:(w/ shoulders)
42 ft 33 Median:
43A/B Main Span Material/Design:
3 -Steel 02 -Stringer/Girder
10/04/2012
1- Conc..-Cast-in-Place
0- None
1 -Monolithic Concrete
0- None
45.00 °
N -N/A-No waterway
48.3 ft
0 No median
N
NA
NA
NA
10/04/201024 months
NA
NA
NA
24 months
27 Year Built: 1974 106 Year Reconstructed: -4
90 Inspection Date: 10/4/2010
01 NJDOT
01 NJDOT
S.R.: 96.5
Unknown
6 Feature Intersected : ROUTE US 9
16 Latitude: 40d 14' 30.70" 17 Longitude: 074d 16' 43.56"
ELEMENT CONDITION STATE DATA
% in 5Qty. St. 4Qty. St. 2% in 2Qty. St. 1% in 1Total Qty % in 4Qty. St. 3% in 3 Qty. St. 5UnitsStr Unit Elm/Env Description
0 %10,868100 %10,868 0 % 0 %00 00 %0 0 (SF)12/3 Bare Concrete Deck
0 %1,349100 %1,350 0 % 0 %00 00 %1 0 (LF)107/3 Paint Stl Opn Girder
0 %63100 %63 0 % 0 %00 00 %0 0 (LF)210/3 R/Conc Pier Wall
8 %12192 %131 0 % 0 %00 00 %10 0 (LF)215/3 R/Conc Abutment
100 %00 %137 0 % 0 %00 00 %137 0 (LF)301/3 Pourable Joint Seal
100 %00 %69 0 % 0 %00 00 %69 0 (LF)302/3 Compressn Joint Seal
9999
0 -Not DeficientSD/FO-ROUTE NJ 33 FRWY EB OVER ROUTE US 9
($1)
($1)
($1)
0
Name:
17.67 ft
12.00 ft
9.17 ft
-1
-3 ft
109.0 ft 225.0 ft
Page 1 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:31:04
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1331154StructNum:% in 5Qty. St. 4Qty. St. 2% in 2Qty. St. 1% in 1Total Qty % in 4Qty. St. 3% in 3 Qty. St. 5UnitsStr Unit Elm/Env Description
0 %450 %8 0 % 0 %04 050 %0 0 (EA)321/3 R/Conc Approach Slab
0 %450100 %450 0 % 0 %00 00 %0 0 (LF)333/3 Other Bridge Railing
0 %1100 %1 0 % 0 %00 00 %0 0 (EA)358/3 Deck Cracking SmFlag
33 %867 %12 0 % 0 %00 00 %4 0 (EA)374/3 Rocker Bearing
0 %12100 %12 0 % 0 %00 00 %0 0 (EA)375/3 Pinned Bearing
0 %450100 %450 0 % 0 %00 00 %0 0 (LF)503/3 Curbs/Walks - Conc
100 %00 %2 0 % 0 %00 00 %2 0 (EA)505/3 Slope Protection
0 %113100 %113 0 % 0 %00 00 %0 0 (LF)506/3 Wingwalls - Abut
Brkey: 1331154 Inspkey
NJDOT BRIDGE FIELDS
(AC) Non-Inv Feature:
(AF) Alt Struct #:
(AG) Rail Type:
(AH) Rail Height::
(AJ) Slope Protection:
(AK) Abutment:
(AL) Pier:
(AM) Depth of Fill:
(AP) Fender System:
(AT) Special Material 1:
(AT) Special Material 2:
(AU) Add Struct:
(AV) Widen Stru:
(A) Town:
(AA) Route:
(AD) Admin:
(AE) Alt Agency: -1 _
1
2
Freehold Twp.
33
-1
-1
-1
02 Rail Alum./con parapt
0.00
03 Concrete Slab
01 Stub
02 Solid Wall Pier
-3.28
_ None
_
_
_
_
GENERAL
STRUCTURE AND APPURTENANCES
(FI) Recommended:
COUNTER MEASURES
-1
(GV) Bridge:
(GW) Shoring:
(GX) Reports:
(GY) Measures:
(GZ) Cond Desc:
N
N
N
N
TEMPORARY STRUCTURES
-1
Type
3
HS
3-3
3S2
M
H
(BR)
(BS)
(BT)
(BU)
(BV)
(BQ)
67
64
-1
76
82
Inv
Misc L(CH1)
(CH2) 0
(CQ) Bridge List:
(BK) Overstress %:
(FV) Route Milepost:
X
-1
027.54
MISCELLANEOUS
LOAD RATINGS
(CF)
(CB)
(CC)
(CA)
(CD)
(CE)
99
99
-1
99
99
Opr
Material Design
-1
-1_
_1st Widen
2nd Widen
(BL) Discretionary:
(BM) Fed Job #:
(BN) State Job #:
(BO) St Maint Cost:
(BP) Brdg Demo
_
BR NBIS753
2205034
0
N
FUNDING AND COST
(FA) FHWA Category:
(FB) Stage 1 Date:
(FC) Stage 1 Consultant:
(FD) Prioritization:
(FE) Sufficiency:
(FF)Date Stage II
(FG) Stage II Consultant:
(FH) Crit. Element:
-1
1/1/1901
-1
_
0
1/1/1901
-1
SCOUR EVALUATION
-1
(HB) Bridge List ID:
(HC) Consultant
(HD) 2-Cy Insp Contr:
ST0K_
S14
Y
PROJECT PROGRAMMING
(FL) Monitoring Reqd:
(FK) Installed:
(FJ) Cost: -1
1 _ 2 _ 3 _
_
Material
Height
1:
2:
1:
2:
_
_
BRIDGE NOISE BARRIER (HA)
(AQ) Chain Link:
(FN) Warranted:
(GS) Overhead:
(GT) Cantilever:
(GU) Fascia Mounted:
(CG) Load Type:
(CG) Tons
(AI) Speed:
N
-1
-1
-1
_
-1
FENCING
SIGN STRUCTURES
POSTINGS
(GB) Environment:
(GR) Last Painting:
(GA) Painting Req:
01
06/1999
Y
PAINTING
(HF) State Proj Mgr: RCP
1/1/1901II
8/5/2010I(HE) Proceed Date:
(BC) USRA Code:
(BD 1) Rail On/Under:
(BD2 )RRs intersected:
(BE) Rail Milepost:
-1
-1
-1
-0.62
RAILROAD
(FM) Incident Reprtd: _
3:
4:
(AO) Utilities: _
_
_
_
1:
2:
(CR) Off-Route Bridge:
(BB) Orphan Bridge:
(AN) Plan Available:
(FX) Fed Error Uncorr
(FW) Estimated ADT
N
N
Y
N
N
-1
--
. ft
--
--
--
(V1.2)
Page 2 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:31:04
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1331154StructNum:
NJDOT INSPECTION FIELDS
(CI) Cycle Number:
(CM) Consultant:
(CO) Prev Consultant:
(CP) Federal Report:
(CK) Inspection Crew:
(CJ) Insp Type:
S14
I12
_
N
16
S
GENERAL
(BF) Deck: 1: N
2: Z
3: _
4: _
5: _
REMARKS
(GJ) Connections:
(GD) Fascia Beam:
(GE) Fascia B. Flange:
(GF) Interior Beam:
(GH) Interior B. Flange:
(GI) Beam Ends:
(GK) Bracings:
(GL) Bearings:
(GM) Substructure:
(GN) Above Deck Super:
(GO) Railings/Fence:
09
08
09
09
07
09
09
04
-1
-1
-1
(GP) Remarks 1:
-1
PAINTING
-1
(GQ) Remarks 2:
N
6(BA) Apr Rdwy Cond:
(B) Deletion Code:
MISCELLANEOUS
-1
-1
-1
-1
-1
-1
Location1:
Location 2:
Location 3:
FATIGUE DETAIL (AZ)
-1
-1(FR) Consultant:
(FS)
IN-DEPTH PIN-HANGER
(FT) Combo: N
(BG) Super: 1: 4
2: Z
3: _
(BH) Sub: 1: Z
2:
3: _
_
_(BI) Channel
(BJ) Culvert _
N
(FP) Improvement Cost:
(FO) Pedestrian Traffic:
$ 0 Thousands
FENCING
1/1/1901(AW) Mech/Electrical:
(AX) Deck: 1/1/1901
(AY) Special Testing: 1/1/1901
(GC) Paint: 10/4/2010
INSPECTION DATES
(AR) Equipment: 1: _
2: _
3: _
(AS) Testing: 1: _
2: _
3: _
(V1.2)
1/1/1901(FQ) FCM/Pin-HngrInsp Date:
ROADWAY DATA
Bridge Id:
SRI
1331154
NBI Roadway?:
Roadway Name:
Item 5A:
Item 5B:
Item 5C:
Item 5D: Item 5E 0
ROADWAY IDENTIFICATION
HWY NETWORKS AND SERVICE CLASSIFICATION
11 Milepost:
12 Base Hwy Network:
20 Toll Facility:
13A LRS Inventory Route
26 Functional Class:
13B Subroute No.:
28 Lanes :
Num Median:
Road Speed:
ADTclass:
29 ADTtotal:
30 Year of ADT:
114 Future ADT:
115 Year of Future ADT:
109 Truck ADTT % :
19 Bypass Length:
Detour Speed:
TRAFFIC AND ACCIDENTS
100 Strahnet Hwy:
ALTERNATE CLASSIFICATION
104 NHS System:
105 Fed. Lands Hwy:
110 Truck Hwy Net:
102 TraffDirection:10 Vertical Clearance:
47 Invent Route Horiz Clear:
CLEARANCES
2
0
03
6022
2010
7348
2030
5
1
ROUTE NJ 33 FREEWAY EB
1
3
1
00033
1
3
00000033__
12 1
00
0
1
0
0
55 mph
1.00 mi
35 mph
(DJ) Min Vert Undrclr:
32 Appr Rdwy Width:
51 Brdg Rdwy With Curb-Curb:
WIDTHS
42 ft
42.5 ftSchool Bus: 0
0Transit Rt:
Emergency 0
27.540 mi
99.99 ft
16.40 ft
42.5 ft
42.50 ft
(V1.2)00000033__
Page 3 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:31:04
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1331154StructNum:
ROADWAY DATA
Bridge Id:
SRI
1331154
NBI Roadway?:
Roadway Name:
Item 5A:
Item 5B:
Item 5C:
Item 5D: Item 5E 0
ROADWAY IDENTIFICATION
HWY NETWORKS AND SERVICE CLASSIFICATION
11 Milepost:
12 Base Hwy Network:
20 Toll Facility:
13A LRS Inventory Route
26 Functional Class:
13B Subroute No.:
28 Lanes :
Num Median:
Road Speed:
ADTclass:
29 ADTtotal:
30 Year of ADT:
114 Future ADT:
115 Year of Future ADT:
109 Truck ADTT % :
19 Bypass Length:
Detour Speed:
TRAFFIC AND ACCIDENTS
100 Strahnet Hwy:
ALTERNATE CLASSIFICATION
104 NHS System:
105 Fed. Lands Hwy:
110 Truck Hwy Net:
102 TraffDirection:10 Vertical Clearance:
47 Invent Route Horiz Clear:
CLEARANCES
4
0
04
39037
2010
47632
2030
4
1
ROUTE US 9
2
2
1
00009
1
3
00000009__
14 2
00
0
1
0
0
50 mph
1.00 mi
45 mph
(DJ) Min Vert Undrclr:
32 Appr Rdwy Width:
51 Brdg Rdwy With Curb-Curb:
WIDTHS
0 ft
0.0 ftSchool Bus: 0
0Transit Rt:
Emergency 0
112.910 mi
19.08 ft
16.40 ft
0.0 ft
55.00 ft
(V1.2)00000009__
Page 4 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:31:04
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1332150StructNum:
IDENTIFICATION INSPECTION1 State: 34 New Jersey 8 Struc Num: 1332150 91 Frequency: Next Inspection:
7 Facility Carried: NJ ROUTE 33F WB 9 Location: 0.2MI EAST OF US992A FC Frequency: 93A FC Inspection Date: Next FC Inspection: NA
5A Rte.(On/Under): Route On Structure 5B Rte. Signing Prefix: 93B UW Inspection Date: Next UW Inspection:
1 -Mainline 00033
3 -State Hwy 92B UW Frequency: NA
5C Level of Service: 5D Rte. Number: 92C SI Frequency: 93C SI Date: Next SI: NA
5E Directional Suffix: 0- Not Applicable % Responsibility : NA
2 SHD District: 02- Central 3 County Code: MonmouthElement Frequency: Element Inspection Date: Next Elem. Insp. Due: 06/08/2013
4 Place Code: Freehold, Monmouth 11 Mile Post: 27.690 miCLASSIFICATION
100 STRAHNET Highway: 0 -Not a STRAHNET hwy 101 Parallel Structure: L -Left of || bridge
102 Direction of Traffic: 1 -1-way traffic 103 Temporary Structure: _ Blank
98 Border Bridge Code: -2 Not Applicable (P)104 Highway System: 1 -On the NHS 112 NBIS Length: Y - Long Enough
99 Border Bridge Number: NA20 Toll Facility: 3 -On free road 26 Functional Class: 12 -Urban Fwy/Expwy
37 Historical Significance: 4 -Hist sign not determ.
22 Owner:
46 Number of Approach Spans :
STRUCTURE TYPE AND MATERIALS0 45 Number of Spans Main Unit: 1
21 Custodian:
CONDITION58 Deck: 7 -Good 59 Super: 7 -Good 60 Sub: 7 -Good
62 Culvert: N -Not applicable 61 Channel/Channel Protection: N -Not applicable
107 Deck Type: LOAD RATING AND POSTING108A Wearing Surface: 65 Inventory Rating Method: 1- LF Load Factor 63 Operating Rating Method: 1 -LF Load Factor
108B Membrane:
108C Deck Protection:66 Inventory Rating: HS46.0 64 Operating Rating: HS78.0
31 Design Load: 5 -MS 18 (HS 20) 70 Posting: 5 At/Above Legal Loads
AGE AND SERVICE 41 Posting status: A -Open, no restriction
42A Type of Service On: 1 -Highway
42B Type of Service Under: 1 -HighwayAPPRAISAL
28A Lanes on: 4 28B Lanes Under: 19 Detour Length: 1.0 mi
29 ADT: 13,625 109 Truck ADT: 5 % 30 Year of ADT: 2007
36A Bridge Rail: 0 -Substandard 36C Approach Rail: 0 -Substandard
36B Transition: 0 -Substandard 36D Approach Rail Ends: 1 -Meets Standards
67 Str. Evaluation: 7 68 Deck Geometry: 4 Tolerable
GEOMETRIC DATA 69 Underclearance, Vertical and Horizontal: 4 -Tolerable
48 Length Max Span: 49 Structure Length: 71 Waterway Adequacy: N -Not applicable 72 Approach Alignment: 8 -Equal Desirable Crit
50A Curb/Sdwlk Wdth L: 0.8 ft 50B Curb/Sidewalk Width R: 0.8 ft113 Scour Critical: N -Not Over Waterway
Width Curb to Curb 51: 60.7 ft 52 Width Out to Out:
PROPOSED IMPROVEMENTS
Deck Area: 7,646.3 sq. ft94 Bridge Cost: 75 Type of Work:
34 Skew: 35 Structure Flared: 1 -Yes, flared95 Roadway Cost: 76 Length of Improvment:
53 Minimum Vertical Clearance Over Bridge:96 Total Cost: 114 Future ADT: 20,950
54A Minimum Vertical Underclearance Reference: H -Hwy beneath struct97 Year of Cost Estimate: 115 Year of Future ADT: 2027
54B Minimum Vertical Underclearance:
55A Minimum Lateral Underclearance Reference R: H -Hwy beneath struct
NAVIGATION DATA38 Navigation Control:
55B Minimum Lateral Undrclearance R: 39 Vertical Clearance: 0.0 ft 40 Horizontal Clearance: 0.0 ft
56 Minimum Lateral Undrclearance L: 111 Pier Protection: _ Not Applicable 116 Lift Bridge Vertical Clearance:
4
32 Approach Roadway Width:(w/ shoulders)
58 ft 33 Median:
43A/B Main Span Material/Design:
3 -Steel 02 -Stringer/Girder
06/08/2013
1- Conc..-Cast-in-Place
0- None
1 -Monolithic Concrete
0- None
2.00 °
N -N/A-No waterway
66.5 ft
0 No median
N
NA
NA
NA
06/08/201124 months
NA
NA
NA
24 months
27 Year Built: 1974 106 Year Reconstructed: -4
90 Inspection Date: 6/8/2011
01 NJDOT
01 NJDOT
S.R.: 92.9
Unknown
6 Feature Intersected : NJ ROUTE 79
16 Latitude: 40d 14' 30.00" 17 Longitude: 074d 16' 36.00"
ELEMENT CONDITION STATE DATA
% in 5Qty. St. 4Qty. St. 2% in 2Qty. St. 1% in 1Total Qty % in 4Qty. St. 3% in 3 Qty. St. 5UnitsStr Unit Elm/Env Description
0 %7,642100 %7,642 0 % 0 %00 00 %0 0 (SF)12/3 Bare Concrete Deck
0 %1,015100 %1,015 0 % 0 %00 00 %0 0 (LF)107/3 Paint Stl Opn Girder
4 %12596 %130 0 % 0 %00 00 %5 0 (LF)215/3 R/Conc Abutment
74 %3526 %135 0 % 0 %00 00 %100 0 (LF)302/3 Compressn Joint Seal
40 %660 %10 0 % 0 %00 00 %4 0 (EA)321/3 R/Conc Approach Slab
0 %230100 %230 0 % 0 %00 00 %0 0 (LF)333/3 Other Bridge Railing
9999
0 -Not DeficientSD/FO-NJ 33 WB OVER NJ 79
($1)
($1)
($1)
-1
Name:
14.00 ft
14.00 ft
0.00 ft
-1
-3 ft
110.0 ft 115.0 ft
Page 1 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:32:15
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1332150StructNum:% in 5Qty. St. 4Qty. St. 2% in 2Qty. St. 1% in 1Total Qty % in 4Qty. St. 3% in 3 Qty. St. 5UnitsStr Unit Elm/Env Description
0 %1100 %1 0 % 0 %00 00 %0 0 (EA)358/1 Deck Cracking SmFlag
100 %00 %1 0 % 0 %00 00 %1 0 (EA)362/3 Traf Impact SmFlag
11 %889 %9 0 % 0 %00 00 %1 0 (EA)374/3 Rocker Bearing
0 %9100 %9 0 % 0 %00 00 %0 0 (EA)375/3 Pinned Bearing
0 %230100 %230 0 % 0 %00 00 %0 0 (LF)503/3 Curbs/Walks - Conc
50 %150 %2 0 % 0 %00 00 %1 0 (EA)505/3 Slope Protection
1 %22399 %225 0 % 0 %00 00 %2 0 (LF)506/3 Wingwalls - Abut
Brkey: 1332150 Inspkey
NJDOT BRIDGE FIELDS
(AC) Non-Inv Feature:
(AF) Alt Struct #:
(AG) Rail Type:
(AH) Rail Height::
(AJ) Slope Protection:
(AK) Abutment:
(AL) Pier:
(AM) Depth of Fill:
(AP) Fender System:
(AT) Special Material 1:
(AT) Special Material 2:
(AU) Add Struct:
(AV) Widen Stru:
(A) Town:
(AA) Route:
(AD) Admin:
(AE) Alt Agency: -1 _
1
2
Freehold Boro
33
-1
-1
-1
02 Rail Alum./con parapt
3.28
03 Concrete Slab
02 Semi-stub
-1
-3.28
_ None
_
_
_
_
GENERAL
STRUCTURE AND APPURTENANCES
(FI) Recommended:
COUNTER MEASURES
-1
(GV) Bridge:
(GW) Shoring:
(GX) Reports:
(GY) Measures:
(GZ) Cond Desc:
N
N
N
N
TEMPORARY STRUCTURES
-1
Type
3
HS
3-3
3S2
M
H
(BR)
(BS)
(BT)
(BU)
(BV)
(BQ)
46
45
-1
53
57
Inv
Misc LP(CH1)
(CH2) 0
(CQ) Bridge List:
(BK) Overstress %:
(FV) Route Milepost:
X
-1
027.69
MISCELLANEOUS
LOAD RATINGS
(CF)
(CB)
(CC)
(CA)
(CD)
(CE)
78
75
-1
88
95
Opr
Material Design
-1
-1_
_1st Widen
2nd Widen
(BL) Discretionary:
(BM) Fed Job #:
(BN) State Job #:
(BO) St Maint Cost:
(BP) Brdg Demo
_
BR NBIS751
2204817
-1
N
FUNDING AND COST
(FA) FHWA Category:
(FB) Stage 1 Date:
(FC) Stage 1 Consultant:
(FD) Prioritization:
(FE) Sufficiency:
(FF)Date Stage II
(FG) Stage II Consultant:
(FH) Crit. Element:
-1
1/1/1901
-1
_
-1
1/1/1901
-1
SCOUR EVALUATION
-1
(HB) Bridge List ID:
(HC) Consultant
(HD) 2-Cy Insp Contr:
KKKK_
S99
N
PROJECT PROGRAMMING
(FL) Monitoring Reqd:
(FK) Installed:
(FJ) Cost: -1
1 _ 2 _ 3 _
_
Material
Height
1:
2:
1:
2:
_
_
BRIDGE NOISE BARRIER (HA)
(AQ) Chain Link:
(FN) Warranted:
(GS) Overhead:
(GT) Cantilever:
(GU) Fascia Mounted:
(CG) Load Type:
(CG) Tons
(AI) Speed:
N
-1
-1
1
_
-1
FENCING
SIGN STRUCTURES
POSTINGS
(GB) Environment:
(GR) Last Painting:
(GA) Painting Req:
01
05/1999
Y
PAINTING
(HF) State Proj Mgr: MKP
1/1/1901II
1/1/1901I(HE) Proceed Date:
(BC) USRA Code:
(BD 1) Rail On/Under:
(BD2 )RRs intersected:
(BE) Rail Milepost:
-1
-1
-1
-0.62
RAILROAD
(FM) Incident Reprtd: _
3:
4:
(AO) Utilities: _
_
_
_
1:
2:
(CR) Off-Route Bridge:
(BB) Orphan Bridge:
(AN) Plan Available:
(FX) Fed Error Uncorr
(FW) Estimated ADT
N
N
Y
N
N
-1
--
. ft
--
--
--
(V1.2)
Page 2 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:32:15
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1332150StructNum:
NJDOT INSPECTION FIELDS
(CI) Cycle Number:
(CM) Consultant:
(CO) Prev Consultant:
(CP) Federal Report:
(CK) Inspection Crew:
(CJ) Insp Type:
S99
S99
_
D
16
S
GENERAL
(BF) Deck: 1: N
2: _
3: _
4: _
5: _
REMARKS
(GJ) Connections:
(GD) Fascia Beam:
(GE) Fascia B. Flange:
(GF) Interior Beam:
(GH) Interior B. Flange:
(GI) Beam Ends:
(GK) Bracings:
(GL) Bearings:
(GM) Substructure:
(GN) Above Deck Super:
(GO) Railings/Fence:
07
07
08
08
08
08
08
06
-1
-1
-1
(GP) Remarks 1:
-1
PAINTING
-1
(GQ) Remarks 2:
N
7(BA) Apr Rdwy Cond:
(B) Deletion Code:
MISCELLANEOUS
11
03
-1
-1
-1
-1
Location1:
Location 2:
Location 3:
FATIGUE DETAIL (AZ)
-1
-1(FR) Consultant:
(FS)
IN-DEPTH PIN-HANGER
(FT) Combo: N
(BG) Super: 1: _
2: _
3: _
(BH) Sub: 1: O
2:
3: C
G
_(BI) Channel
(BJ) Culvert _
N
(FP) Improvement Cost:
(FO) Pedestrian Traffic:
$ 0 Thousands
FENCING
1/1/1901(AW) Mech/Electrical:
(AX) Deck: 1/1/1901
(AY) Special Testing: 1/1/1901
(GC) Paint: 7/20/2009
INSPECTION DATES
(AR) Equipment: 1: _
2: _
3: _
(AS) Testing: 1: _
2: _
3: _
(V1.2)
1/1/1901(FQ) FCM/Pin-HngrInsp Date:
ROADWAY DATA
Bridge Id:
SRI
1332150
NBI Roadway?:
Roadway Name:
Item 5A:
Item 5B:
Item 5C:
Item 5D: Item 5E 0
ROADWAY IDENTIFICATION
HWY NETWORKS AND SERVICE CLASSIFICATION
11 Milepost:
12 Base Hwy Network:
20 Toll Facility:
13A LRS Inventory Route
26 Functional Class:
13B Subroute No.:
28 Lanes :
Num Median:
Road Speed:
ADTclass:
29 ADTtotal:
30 Year of ADT:
114 Future ADT:
115 Year of Future ADT:
109 Truck ADTT % :
19 Bypass Length:
Detour Speed:
TRAFFIC AND ACCIDENTS
100 Strahnet Hwy:
ALTERNATE CLASSIFICATION
104 NHS System:
105 Fed. Lands Hwy:
110 Truck Hwy Net:
102 TraffDirection:10 Vertical Clearance:
47 Invent Route Horiz Clear:
CLEARANCES
4
0
04
13625
2007
20950
2027
5
1
NJ 33 WB
1
3
1
00033
1
3
00000033__
12 1
00
0
1
0
0
55 mph
1.00 mi
40 mph
(DJ) Min Vert Undrclr:
32 Appr Rdwy Width:
51 Brdg Rdwy With Curb-Curb:
WIDTHS
58 ft
60.7 ftSchool Bus: 0
0Transit Rt:
Emergency 0
27.690 mi
99.99 ft
13.12 ft
60.7 ft
60.70 ft
(V1.2)00000033__
Page 3 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:32:15
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1332150StructNum:
ROADWAY DATA
Bridge Id:
SRI
1332150
NBI Roadway?:
Roadway Name:
Item 5A:
Item 5B:
Item 5C:
Item 5D: Item 5E 0
ROADWAY IDENTIFICATION
HWY NETWORKS AND SERVICE CLASSIFICATION
11 Milepost:
12 Base Hwy Network:
20 Toll Facility:
13A LRS Inventory Route
26 Functional Class:
13B Subroute No.:
28 Lanes :
Num Median:
Road Speed:
ADTclass:
29 ADTtotal:
30 Year of ADT:
114 Future ADT:
115 Year of Future ADT:
109 Truck ADTT % :
19 Bypass Length:
Detour Speed:
TRAFFIC AND ACCIDENTS
100 Strahnet Hwy:
ALTERNATE CLASSIFICATION
104 NHS System:
105 Fed. Lands Hwy:
110 Truck Hwy Net:
102 TraffDirection:10 Vertical Clearance:
47 Invent Route Horiz Clear:
CLEARANCES
4
0
04
19500
2007
-1
-1
4
1
NJ Route 79
2
3
1
00079
1
3
00000079__
14 2
00
0
0
0
0
40 mph
2.00 mi
30 mph
(DJ) Min Vert Undrclr:
32 Appr Rdwy Width:
51 Brdg Rdwy With Curb-Curb:
WIDTHS
-3 ft
-3.3 ftSchool Bus: 0
0Transit Rt:
Emergency 0
0.150 mi
14.25 ft
13.12 ft
-3.3 ft
56.00 ft
(V1.2)00000079__
Page 4 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:32:15
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1332151StructNum:
IDENTIFICATION INSPECTION1 State: 34 New Jersey 8 Struc Num: 1332151 91 Frequency: Next Inspection:
7 Facility Carried: NJ RT 33 FWY EB 9 Location: 0.2 MI EAST OF US 992A FC Frequency: 93A FC Inspection Date: Next FC Inspection: NA
5A Rte.(On/Under): Route On Structure 5B Rte. Signing Prefix: 93B UW Inspection Date: Next UW Inspection:
1 -Mainline 0033F
3 -State Hwy 92B UW Frequency: NA
5C Level of Service: 5D Rte. Number: 92C SI Frequency: 93C SI Date: Next SI: NA
5E Directional Suffix: 0- Not Applicable % Responsibility : Unknown
2 SHD District: 02- Central 3 County Code: MonmouthElement Frequency: Element Inspection Date: Next Elem. Insp. Due: 06/08/2013
4 Place Code: Freehold (Township of),
11 Mile Post: 27.690 miCLASSIFICATION
100 STRAHNET Highway: 0 -Not a STRAHNET hwy 101 Parallel Structure: R -Right of || bridge
102 Direction of Traffic: 1 -1-way traffic 103 Temporary Structure: _ Blank
98 Border Bridge Code: -1 Unknown (P)104 Highway System: 1 -On the NHS 112 NBIS Length: Y - Long Enough
99 Border Bridge Number:20 Toll Facility: 3 -On free road 26 Functional Class: 12 -Urban Fwy/Expwy
37 Historical Significance: 4 -Hist sign not determ.
22 Owner:
46 Number of Approach Spans :
STRUCTURE TYPE AND MATERIALS0 45 Number of Spans Main Unit: 1
21 Custodian:
CONDITION58 Deck: 7 -Good 59 Super: 7 -Good 60 Sub: 7 -Good
62 Culvert: N -Not applicable 61 Channel/Channel Protection: N -Not applicable
107 Deck Type: LOAD RATING AND POSTING108A Wearing Surface: 65 Inventory Rating Method: 1- LF Load Factor 63 Operating Rating Method: 1 -LF Load Factor
108B Membrane:
108C Deck Protection:66 Inventory Rating: HS54.0 64 Operating Rating: HS89.9
31 Design Load: 6- MS18(HS20)+mod 70 Posting: 5 At/Above Legal Loads
AGE AND SERVICE 41 Posting status: A -Open, no restriction
42A Type of Service On: 1 -Highway
42B Type of Service Under: 1 -HighwayAPPRAISAL
28A Lanes on: 2 28B Lanes Under: 19 Detour Length: 0.0 mi
29 ADT: 12,130 109 Truck ADT: 4 % 30 Year of ADT: 2009
36A Bridge Rail: 0 -Substandard 36C Approach Rail: 0 -Substandard
36B Transition: 0 -Substandard 36D Approach Rail Ends: 1 -Meets Standards
67 Str. Evaluation: 7 68 Deck Geometry: 9 Above Desirable Crit
GEOMETRIC DATA 69 Underclearance, Vertical and Horizontal: 6 -Equal Minimum
48 Length Max Span: 49 Structure Length: 71 Waterway Adequacy: N -Not applicable 72 Approach Alignment: 8 -Equal Desirable Crit
50A Curb/Sdwlk Wdth L: 0.8 ft 50B Curb/Sidewalk Width R: 0.8 ft113 Scour Critical: N -Not Over Waterway
Width Curb to Curb 51: 61.7 ft 52 Width Out to Out:
PROPOSED IMPROVEMENTS
Deck Area: 7,451.4 sq. ft94 Bridge Cost: 75 Type of Work:
34 Skew: 35 Structure Flared: 1 -Yes, flared95 Roadway Cost: 76 Length of Improvment:
53 Minimum Vertical Clearance Over Bridge:96 Total Cost: 114 Future ADT: 16,730
54A Minimum Vertical Underclearance Reference: H -Hwy beneath struct97 Year of Cost Estimate: 115 Year of Future ADT: 2029
54B Minimum Vertical Underclearance:
55A Minimum Lateral Underclearance Reference R: H -Hwy beneath struct
NAVIGATION DATA38 Navigation Control:
55B Minimum Lateral Undrclearance R: 39 Vertical Clearance: 0.0 ft 40 Horizontal Clearance: 0.0 ft
56 Minimum Lateral Undrclearance L: 111 Pier Protection: _ Not Applicable 116 Lift Bridge Vertical Clearance:
3
32 Approach Roadway Width:(w/ shoulders)
57 ft 33 Median:
43A/B Main Span Material/Design:
3 -Steel 02 -Stringer/Girder
06/08/2013
1- Conc..-Cast-in-Place
0- None
1 -Monolithic Concrete
0- None
2.00 °
N -N/A-No waterway
66.0 ft
0 No median
N
NA
NA
NA
06/08/201124 months
NA
NA
NA
24 months
27 Year Built: 1974 106 Year Reconstructed:
90 Inspection Date: 6/8/2011
01 NJDOT
01 NJDOT
S.R.: 98
Unknown
6 Feature Intersected : NJ RT 79
16 Latitude: 40d 14' 30.12" 17 Longitude: 074d 16' 30.72"
ELEMENT CONDITION STATE DATA
% in 5Qty. St. 4Qty. St. 2% in 2Qty. St. 1% in 1Total Qty % in 4Qty. St. 3% in 3 Qty. St. 5UnitsStr Unit Elm/Env Description
0 %7,570100 %7,570 0 % 0 %00 00 %0 0 (SF)12/3 Bare Concrete Deck
10 %90090 %1,000 0 % 0 %00 00 %100 0 (LF)107/3 Paint Stl Opn Girder
7 %12493 %134 0 % 0 %00 00 %10 0 (LF)215/3 R/Conc Abutment
67 %3425 %134 0 % 0 %010 07 %90 0 (LF)302/3 Compressn Joint Seal
60 %440 %11 0 % 0 %00 00 %7 0 (EA)321/3 R/Conc Approach Slab
0 %225100 %225 0 % 0 %00 00 %0 0 (LF)333/3 Other Bridge Railing
9999
0 -Not DeficientSD/FO-NJ ROUTE 33 FRWY EB OVER NJ RT 79
($1)
($1)
($1)
0
Name:
15.33 ft
14.00 ft
0.00 ft
-1
-3 ft
110.0 ft 113.0 ft
Page 1 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:33:20
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1332151StructNum:% in 5Qty. St. 4Qty. St. 2% in 2Qty. St. 1% in 1Total Qty % in 4Qty. St. 3% in 3 Qty. St. 5UnitsStr Unit Elm/Env Description
100 %00 %1 0 % 0 %00 00 %1 0 (EA)362/3 Traf Impact SmFlag
22 %778 %9 0 % 0 %00 00 %2 0 (EA)374/3 Rocker Bearing
22 %778 %9 0 % 0 %00 00 %2 0 (EA)375/3 Pinned Bearing
11 %20089 %225 0 % 0 %00 00 %25 0 (LF)503/3 Curbs/Walks - Conc
0 %2100 %2 0 % 0 %00 00 %0 0 (EA)505/3 Slope Protection
0 %41100 %41 0 % 0 %00 00 %0 0 (LF)506/3 Wingwalls - Abut
Brkey: 1332151 Inspkey
NJDOT BRIDGE FIELDS
(AC) Non-Inv Feature:
(AF) Alt Struct #:
(AG) Rail Type:
(AH) Rail Height::
(AJ) Slope Protection:
(AK) Abutment:
(AL) Pier:
(AM) Depth of Fill:
(AP) Fender System:
(AT) Special Material 1:
(AT) Special Material 2:
(AU) Add Struct:
(AV) Widen Stru:
(A) Town:
(AA) Route:
(AD) Admin:
(AE) Alt Agency: -1 _
1
2
Freehold Twp.
33
-1
-1
-1
01 Rail Stl/con parapt
3.28
03 Concrete Slab
02 Semi-stub
-1
-3.28
_ None
_
_
_
_
GENERAL
STRUCTURE AND APPURTENANCES
(FI) Recommended:
COUNTER MEASURES
-1
(GV) Bridge:
(GW) Shoring:
(GX) Reports:
(GY) Measures:
(GZ) Cond Desc:
N
N
N
N
TEMPORARY STRUCTURES
-1
Type
3
HS
3-3
3S2
M
H
(BR)
(BS)
(BT)
(BU)
(BV)
(BQ)
54
53
0
61
66
Inv
Misc LP(CH1)
(CH2) 0
(CQ) Bridge List:
(BK) Overstress %:
(FV) Route Milepost:
_
0
027.69
MISCELLANEOUS
LOAD RATINGS
(CF)
(CB)
(CC)
(CA)
(CD)
(CE)
90
88
0
99
99
Opr
Material Design
-1
-1_
_1st Widen
2nd Widen
(BL) Discretionary:
(BM) Fed Job #:
(BN) State Job #:
(BO) St Maint Cost:
(BP) Brdg Demo
_
BR NBIS75
2205215
0
N
FUNDING AND COST
(FA) FHWA Category:
(FB) Stage 1 Date:
(FC) Stage 1 Consultant:
(FD) Prioritization:
(FE) Sufficiency:
(FF)Date Stage II
(FG) Stage II Consultant:
(FH) Crit. Element:
-1
1/1/1901
-1
_
0
1/1/1901
-1
SCOUR EVALUATION
-1
(HB) Bridge List ID:
(HC) Consultant
(HD) 2-Cy Insp Contr:
KKKK_
S99
N
PROJECT PROGRAMMING
(FL) Monitoring Reqd:
(FK) Installed:
(FJ) Cost: 0
1 _ 2 _ 3 _
_
Material
Height
1:
2:
1:
2:
_
_
BRIDGE NOISE BARRIER (HA)
(AQ) Chain Link:
(FN) Warranted:
(GS) Overhead:
(GT) Cantilever:
(GU) Fascia Mounted:
(CG) Load Type:
(CG) Tons
(AI) Speed:
N
0
0
1
_
0
FENCING
SIGN STRUCTURES
POSTINGS
(GB) Environment:
(GR) Last Painting:
(GA) Painting Req:
01
05/1999
Y
PAINTING
(HF) State Proj Mgr: MKP
1/1/1901II
1/1/1901I(HE) Proceed Date:
(BC) USRA Code:
(BD 1) Rail On/Under:
(BD2 )RRs intersected:
(BE) Rail Milepost:
-1
-1
-1
-0.62
RAILROAD
(FM) Incident Reprtd: _
3:
4:
(AO) Utilities: _
_
_
_
1:
2:
(CR) Off-Route Bridge:
(BB) Orphan Bridge:
(AN) Plan Available:
(FX) Fed Error Uncorr
(FW) Estimated ADT
N
N
Y
N
N
0
--
. ft
--
--
--
(V1.2)
Page 2 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:33:20
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1332151StructNum:
NJDOT INSPECTION FIELDS
(CI) Cycle Number:
(CM) Consultant:
(CO) Prev Consultant:
(CP) Federal Report:
(CK) Inspection Crew:
(CJ) Insp Type:
S99
S99
_
J
17
S
GENERAL
(BF) Deck: 1: Z
2: N
3: _
4: _
5: _
REMARKS
(GJ) Connections:
(GD) Fascia Beam:
(GE) Fascia B. Flange:
(GF) Interior Beam:
(GH) Interior B. Flange:
(GI) Beam Ends:
(GK) Bracings:
(GL) Bearings:
(GM) Substructure:
(GN) Above Deck Super:
(GO) Railings/Fence:
08
08
08
07
07
08
08
06
_
_
_
(GP) Remarks 1:
-1
PAINTING
-1
(GQ) Remarks 2:
N
6(BA) Apr Rdwy Cond:
(B) Deletion Code:
MISCELLANEOUS
11
03
-1
-1
-1
-1
Location1:
Location 2:
Location 3:
FATIGUE DETAIL (AZ)
-1
-1(FR) Consultant:
(FS)
IN-DEPTH PIN-HANGER
(FT) Combo: N
(BG) Super: 1: _
2: _
3: _
(BH) Sub: 1: Z
2:
3: _
_
_(BI) Channel
(BJ) Culvert _
N
(FP) Improvement Cost:
(FO) Pedestrian Traffic:
$ 0 Thousands
FENCING
1/1/1901(AW) Mech/Electrical:
(AX) Deck: 1/1/1901
(AY) Special Testing: 1/1/1901
(GC) Paint: 7/14/2009
INSPECTION DATES
(AR) Equipment: 1: _
2: _
3: _
(AS) Testing: 1: _
2: _
3: _
(V1.2)
1/1/1901(FQ) FCM/Pin-HngrInsp Date:
ROADWAY DATA
Bridge Id:
SRI
1332151
NBI Roadway?:
Roadway Name:
Item 5A:
Item 5B:
Item 5C:
Item 5D: Item 5E 0
ROADWAY IDENTIFICATION
HWY NETWORKS AND SERVICE CLASSIFICATION
11 Milepost:
12 Base Hwy Network:
20 Toll Facility:
13A LRS Inventory Route
26 Functional Class:
13B Subroute No.:
28 Lanes :
Num Median:
Road Speed:
ADTclass:
29 ADTtotal:
30 Year of ADT:
114 Future ADT:
115 Year of Future ADT:
109 Truck ADTT % :
19 Bypass Length:
Detour Speed:
TRAFFIC AND ACCIDENTS
100 Strahnet Hwy:
ALTERNATE CLASSIFICATION
104 NHS System:
105 Fed. Lands Hwy:
110 Truck Hwy Net:
102 TraffDirection:10 Vertical Clearance:
47 Invent Route Horiz Clear:
CLEARANCES
2
0
04
12130
2009
16730
2029
4
1
NJ 33 FRWY EB
1
3
1
0033F
1
3
00000033__
12 1
00
0
1
0
0
55 mph
0.00 mi
55 mph
(DJ) Min Vert Undrclr:
32 Appr Rdwy Width:
51 Brdg Rdwy With Curb-Curb:
WIDTHS
57 ft
61.7 ftSchool Bus: 0
0Transit Rt:
Emergency 0
27.690 mi
99.99 ft
16.40 ft
61.7 ft
61.70 ft
(V1.2)00000033__
Page 3 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:33:20
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1332151StructNum:
ROADWAY DATA
Bridge Id:
SRI
1332151
NBI Roadway?:
Roadway Name:
Item 5A:
Item 5B:
Item 5C:
Item 5D: Item 5E 0
ROADWAY IDENTIFICATION
HWY NETWORKS AND SERVICE CLASSIFICATION
11 Milepost:
12 Base Hwy Network:
20 Toll Facility:
13A LRS Inventory Route
26 Functional Class:
13B Subroute No.:
28 Lanes :
Num Median:
Road Speed:
ADTclass:
29 ADTtotal:
30 Year of ADT:
114 Future ADT:
115 Year of Future ADT:
109 Truck ADTT % :
19 Bypass Length:
Detour Speed:
TRAFFIC AND ACCIDENTS
100 Strahnet Hwy:
ALTERNATE CLASSIFICATION
104 NHS System:
105 Fed. Lands Hwy:
110 Truck Hwy Net:
102 TraffDirection:10 Vertical Clearance:
47 Invent Route Horiz Clear:
CLEARANCES
4
0
04
19080
2009
26280
2029
4
1
NJ Route 79
2
3
1
00079
1
3
00000079__
14 2
00
0
0
0
0
40 mph
1.00 mi
35 mph
(DJ) Min Vert Undrclr:
32 Appr Rdwy Width:
51 Brdg Rdwy With Curb-Curb:
WIDTHS
0 ft
0.0 ftSchool Bus: 0
0Transit Rt:
Emergency 0
0.150 mi
15.58 ft
16.40 ft
0.0 ft
56.00 ft
(V1.2)00000079__
Page 4 of 4
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:33:20
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1332152StructNum:
IDENTIFICATION INSPECTION1 State: 34 New Jersey 8 Struc Num: 1332152 91 Frequency: Next Inspection:
7 Facility Carried: ROUTE 33 9 Location: 0.4 MI. E. OF RT 7992A FC Frequency: 93A FC Inspection Date: Next FC Inspection: NA
5A Rte.(On/Under): Route On Structure 5B Rte. Signing Prefix: 93B UW Inspection Date: Next UW Inspection:
1 -Mainline 00033
3 -State Hwy 92B UW Frequency: NA
5C Level of Service: 5D Rte. Number: 92C SI Frequency: 93C SI Date: Next SI: NA
5E Directional Suffix: 0- Not Applicable % Responsibility : NA
2 SHD District: 02- Central 3 County Code: MonmouthElement Frequency: Element Inspection Date: Next Elem. Insp. Due: 06/04/2013
4 Place Code: Freehold (Township of),
11 Mile Post: 28.090 miCLASSIFICATION
100 STRAHNET Highway: 0 -Not a STRAHNET hwy 101 Parallel Structure: N -No || bridge exists
102 Direction of Traffic: 2 -2-way traffic 103 Temporary Structure: _ Blank
98 Border Bridge Code: -1 Unknown (P)104 Highway System: 1 -On the NHS 112 NBIS Length: N - Too Short
99 Border Bridge Number: NA20 Toll Facility: 3 -On free road 26 Functional Class: 12 -Urban Fwy/Expwy
37 Historical Significance: 5 -Not eligible for NRHP
22 Owner:
46 Number of Approach Spans :
STRUCTURE TYPE AND MATERIALS0 45 Number of Spans Main Unit: 1
21 Custodian:
CONDITION58 Deck: N -Not Applicable 59 Super: N -Not Applicable 60 Sub: N -Not Applicable
62 Culvert: 7 -Minor Deterioration 61 Channel/Channel Protection: 6 -Bank Slumping
107 Deck Type: LOAD RATING AND POSTING108A Wearing Surface: 65 Inventory Rating Method: 2 -AS Allowable Stress63 Operating Rating Method: 2 -AS Allowable Stress
108B Membrane:
108C Deck Protection:66 Inventory Rating: HS34.0 64 Operating Rating: HS99.0
31 Design Load: 6- MS18(HS20)+mod 70 Posting: 5 At/Above Legal Loads
AGE AND SERVICE 41 Posting status: A -Open, no restriction
42A Type of Service On: 1 -Highway
42B Type of Service Under: 5 -WaterwayAPPRAISAL
28A Lanes on: 4 28B Lanes Under: 19 Detour Length: 2.0 mi
29 ADT: 11,900 109 Truck ADT: 5 % 30 Year of ADT: 2009
36A Bridge Rail: N -N/A or not required 36C Approach Rail: 0 -Substandard
36B Transition: N -N/A or not required 36D Approach Rail Ends: 1 -Meets Standards
67 Str. Evaluation: 7 68 Deck Geometry: N Not applicable
GEOMETRIC DATA 69 Underclearance, Vertical and Horizontal: N -Not applicable
48 Length Max Span: 49 Structure Length: 71 Waterway Adequacy: 9 -Above Desirable 72 Approach Alignment: 8 -Equal Desirable Crit
50A Curb/Sdwlk Wdth L: 0.0 ft 50B Curb/Sidewalk Width R: 0.0 ft113 Scour Critical: 8 -Stable Above Footing
Width Curb to Curb 51: 0.0 ft 52 Width Out to Out:
PROPOSED IMPROVEMENTS
Deck Area: . sq. ft94 Bridge Cost: 75 Type of Work:
34 Skew: 35 Structure Flared: 0 -No flare95 Roadway Cost: 76 Length of Improvment:
53 Minimum Vertical Clearance Over Bridge:96 Total Cost: 114 Future ADT: 14,280
54A Minimum Vertical Underclearance Reference: N -Feature not hwy or RR97 Year of Cost Estimate: 115 Year of Future ADT: 2029
54B Minimum Vertical Underclearance:
55A Minimum Lateral Underclearance Reference R: N -Feature not hwy or RR
NAVIGATION DATA38 Navigation Control:
55B Minimum Lateral Undrclearance R: 39 Vertical Clearance: 0.0 ft 40 Horizontal Clearance: 0.0 ft
56 Minimum Lateral Undrclearance L: 111 Pier Protection: _ Not Applicable 116 Lift Bridge Vertical Clearance:
0
32 Approach Roadway Width:(w/ shoulders)
81 ft 33 Median:
43A/B Main Span Material/Design:
1 -Concrete 19 Culvert(inc frm culv)
06/04/2013
N-N/A (NBI)
N -N/A (no deck (NBI))
N- N/A (no deck (NBI))
N- N/A (no deck (NBI))
25.00 °
0 -Permit Not Required
0.0 ft
1 Open median
0
NA
NA
NA
06/04/200948 months
NA
NA
NA
48 months
27 Year Built: 1985 106 Year Reconstructed: -4
90 Inspection Date: 6/4/2009
01 NJDOT
01 NJDOT
S.R.: 82.2
Unknown
6 Feature Intersected : W.BR APPLEGATE CREEK
16 Latitude: 40d 14' 29.39" 17 Longitude: 074d 16' 02.36"
ELEMENT CONDITION STATE DATA
% in 5Qty. St. 4Qty. St. 2% in 2Qty. St. 1% in 1Total Qty % in 4Qty. St. 3% in 3 Qty. St. 5UnitsStr Unit Elm/Env Description
0 %186100 %186 0 % 0 %00 00 %0 0 (LF)241/3 Concrete Culvert
0 %59100 %59 0 % 0 %00 00 %0 0 (LF)508/3 Wingwalls - Culvert
0 %26100 %26 0 % 0 %00 00 %0 0 (LF)509/3 Headwalls - Culvert
9999
NSD/FO-ROUTE 33 OVER W. BR. APPLEGATE CREEK
($1)
($1)
($1)
0
Name:
0.00 ft
0.00 ft
0.00 ft
-1
-3 ft
11.0 ft 11.0 ft
Page 1 of 3
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:33:58
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1332152StructNum:
Brkey: 1332152 Inspkey
NJDOT BRIDGE FIELDS
(AC) Non-Inv Feature:
(AF) Alt Struct #:
(AG) Rail Type:
(AH) Rail Height::
(AJ) Slope Protection:
(AK) Abutment:
(AL) Pier:
(AM) Depth of Fill:
(AP) Fender System:
(AT) Special Material 1:
(AT) Special Material 2:
(AU) Add Struct:
(AV) Widen Stru:
(A) Town:
(AA) Route:
(AD) Admin:
(AE) Alt Agency: -1 _
1
2
Freehold Twp.
33
-1
WW Rdwy and/or RR /wtrwy
-1
19 Appr rdwy guide rail
-3.28
-1
-1
-1
6.56
_ None
_
_
_
_
GENERAL
STRUCTURE AND APPURTENANCES
(FI) Recommended:
COUNTER MEASURES
-1
(GV) Bridge:
(GW) Shoring:
(GX) Reports:
(GY) Measures:
(GZ) Cond Desc:
N
N
N
N
TEMPORARY STRUCTURES
-1
Type
3
HS
3-3
3S2
M
H
(BR)
(BS)
(BT)
(BU)
(BV)
(BQ)
34
25
0
40
49
Inv
Misc W(CH1)
(CH2) 0
(CQ) Bridge List:
(BK) Overstress %:
(FV) Route Milepost:
_
0
028.09
MISCELLANEOUS
LOAD RATINGS
(CF)
(CB)
(CC)
(CA)
(CD)
(CE)
99
99
0
99
99
Opr
Material Design
-1
-1_
_1st Widen
2nd Widen
(BL) Discretionary:
(BM) Fed Job #:
(BN) State Job #:
(BO) St Maint Cost:
(BP) Brdg Demo
_
-1
2204422
0
N
FUNDING AND COST
(FA) FHWA Category:
(FB) Stage 1 Date:
(FC) Stage 1 Consultant:
(FD) Prioritization:
(FE) Sufficiency:
(FF)Date Stage II
(FG) Stage II Consultant:
(FH) Crit. Element:
-1
1/1/1901
-1
_
0
1/1/1901
-1
SCOUR EVALUATION
-1
(HB) Bridge List ID:
(HC) Consultant
(HD) 2-Cy Insp Contr:
XL9A_
G11
N
PROJECT PROGRAMMING
(FL) Monitoring Reqd:
(FK) Installed:
(FJ) Cost: 0
1 _ 2 _ 3 _
_
Material
Height
1:
2:
1:
2:
_
_
BRIDGE NOISE BARRIER (HA)
(AQ) Chain Link:
(FN) Warranted:
(GS) Overhead:
(GT) Cantilever:
(GU) Fascia Mounted:
(CG) Load Type:
(CG) Tons
(AI) Speed:
N
-1
-1
-1
_
-1
FENCING
SIGN STRUCTURES
POSTINGS
(GB) Environment:
(GR) Last Painting:
(GA) Painting Req:
-1
01/1901
N
PAINTING
(HF) State Proj Mgr: AO_
1/1/1901II
7/27/2005I(HE) Proceed Date:
(BC) USRA Code:
(BD 1) Rail On/Under:
(BD2 )RRs intersected:
(BE) Rail Milepost:
-1
-1
-1
-0.62
RAILROAD
(FM) Incident Reprtd: _
3:
4:
(AO) Utilities: _
_
_
_
1:
2:
(CR) Off-Route Bridge:
(BB) Orphan Bridge:
(AN) Plan Available:
(FX) Fed Error Uncorr
(FW) Estimated ADT
N
N
Y
N
Y
-1
--
6.562 ft
--
--
--
(V1.2)
Page 2 of 3
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:33:58
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1332152StructNum:
NJDOT INSPECTION FIELDS
(CI) Cycle Number:
(CM) Consultant:
(CO) Prev Consultant:
(CP) Federal Report:
(CK) Inspection Crew:
(CJ) Insp Type:
G11
A22
L
T
3
S
GENERAL
(BF) Deck: 1: _
2: _
3: _
4: _
5: _
REMARKS
(GJ) Connections:
(GD) Fascia Beam:
(GE) Fascia B. Flange:
(GF) Interior Beam:
(GH) Interior B. Flange:
(GI) Beam Ends:
(GK) Bracings:
(GL) Bearings:
(GM) Substructure:
(GN) Above Deck Super:
(GO) Railings/Fence:
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
(GP) Remarks 1:
-1
PAINTING
-1
(GQ) Remarks 2:
N
6(BA) Apr Rdwy Cond:
(B) Deletion Code:
MISCELLANEOUS
-1
-1
-1
-1
-1
-1
Location1:
Location 2:
Location 3:
FATIGUE DETAIL (AZ)
-1
-1(FR) Consultant:
(FS)
IN-DEPTH PIN-HANGER
(FT) Combo: N
(BG) Super: 1: _
2: _
3: _
(BH) Sub: 1: _
2:
3: _
_
C(BI) Channel
(BJ) Culvert B
N
(FP) Improvement Cost:
(FO) Pedestrian Traffic:
$ 0 Thousands
FENCING
1/1/1901(AW) Mech/Electrical:
(AX) Deck: 1/1/1901
(AY) Special Testing: 1/1/1901
(GC) Paint: 1/1/1901
INSPECTION DATES
(AR) Equipment: 1: _
2: _
3: _
(AS) Testing: 1: _
2: _
3: _
(V1.2)
1/1/1901(FQ) FCM/Pin-HngrInsp Date:
ROADWAY DATA
Bridge Id:
SRI
1332152
NBI Roadway?:
Roadway Name:
Item 5A:
Item 5B:
Item 5C:
Item 5D: Item 5E 0
ROADWAY IDENTIFICATION
HWY NETWORKS AND SERVICE CLASSIFICATION
11 Milepost:
12 Base Hwy Network:
20 Toll Facility:
13A LRS Inventory Route
26 Functional Class:
13B Subroute No.:
28 Lanes :
Num Median:
Road Speed:
ADTclass:
29 ADTtotal:
30 Year of ADT:
114 Future ADT:
115 Year of Future ADT:
109 Truck ADTT % :
19 Bypass Length:
Detour Speed:
TRAFFIC AND ACCIDENTS
100 Strahnet Hwy:
ALTERNATE CLASSIFICATION
104 NHS System:
105 Fed. Lands Hwy:
110 Truck Hwy Net:
102 TraffDirection:10 Vertical Clearance:
47 Invent Route Horiz Clear:
CLEARANCES
4
0
04
11900
2009
14280
2029
5
1
NJ33-T.J. Narozanick Hwy/W Br
1
3
1
00033
1
3
00000033__
12 2
00
0
1
0
0
55 mph
2.00 mi
45 mph
(DJ) Min Vert Undrclr:
32 Appr Rdwy Width:
51 Brdg Rdwy With Curb-Curb:
WIDTHS
81 ft
0.0 ftSchool Bus: 0
0Transit Rt:
Emergency 0
28.090 mi
99.99 ft
00.00 ft
0.0 ft
99.90 ft
(V1.2)-1
Page 3 of 3
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:33:58
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1332154StructNum:
IDENTIFICATION INSPECTION1 State: 34 New Jersey 8 Struc Num: 1332154 91 Frequency: Next Inspection:
7 Facility Carried: ROUTE 33 9 Location: 0.86 MI. E. OF RT 7992A FC Frequency: 93A FC Inspection Date: Next FC Inspection: NA
5A Rte.(On/Under): Route On Structure 5B Rte. Signing Prefix: 93B UW Inspection Date: Next UW Inspection:
1 -Mainline 00033
3 -State Hwy 92B UW Frequency: NA
5C Level of Service: 5D Rte. Number: 92C SI Frequency: 93C SI Date: Next SI: NA
5E Directional Suffix: 0- Not Applicable % Responsibility : NA
2 SHD District: 02- Central 3 County Code: MonmouthElement Frequency: Element Inspection Date: Next Elem. Insp. Due: 06/04/2013
4 Place Code: Freehold (Township of),
11 Mile Post: 28.550 miCLASSIFICATION
100 STRAHNET Highway: 0 -Not a STRAHNET hwy 101 Parallel Structure: N -No || bridge exists
102 Direction of Traffic: 2 -2-way traffic 103 Temporary Structure: _ Blank
98 Border Bridge Code: -2 Not Applicable (P)104 Highway System: 1 -On the NHS 112 NBIS Length: N - Too Short
99 Border Bridge Number: NA20 Toll Facility: 3 -On free road 26 Functional Class: 12 -Urban Fwy/Expwy
37 Historical Significance: 5 -Not eligible for NRHP
22 Owner:
46 Number of Approach Spans :
STRUCTURE TYPE AND MATERIALS0 45 Number of Spans Main Unit: 1
21 Custodian:
CONDITION58 Deck: N -Not Applicable 59 Super: N -Not Applicable 60 Sub: N -Not Applicable
62 Culvert: 7 -Minor Deterioration 61 Channel/Channel Protection: 6 -Bank Slumping
107 Deck Type: LOAD RATING AND POSTING108A Wearing Surface: 65 Inventory Rating Method: 2 -AS Allowable Stress63 Operating Rating Method: 2 -AS Allowable Stress
108B Membrane:
108C Deck Protection:66 Inventory Rating: HS45.0 64 Operating Rating: HS83.0
31 Design Load: 6- MS18(HS20)+mod 70 Posting: 5 At/Above Legal Loads
AGE AND SERVICE 41 Posting status: A -Open, no restriction
42A Type of Service On: 1 -Highway
42B Type of Service Under: 5 -WaterwayAPPRAISAL
28A Lanes on: 4 28B Lanes Under: 19 Detour Length: 2.0 mi
29 ADT: 11,900 109 Truck ADT: 5 % 30 Year of ADT: 2009
36A Bridge Rail: N -N/A or not required 36C Approach Rail: 0 -Substandard
36B Transition: N -N/A or not required 36D Approach Rail Ends: 1 -Meets Standards
67 Str. Evaluation: 7 68 Deck Geometry: N Not applicable
GEOMETRIC DATA 69 Underclearance, Vertical and Horizontal: N -Not applicable
48 Length Max Span: 49 Structure Length: 71 Waterway Adequacy: 9 -Above Desirable 72 Approach Alignment: 8 -Equal Desirable Crit
50A Curb/Sdwlk Wdth L: 0.0 ft 50B Curb/Sidewalk Width R: 0.0 ft113 Scour Critical: 8 -Stable Above Footing
Width Curb to Curb 51: 0.0 ft 52 Width Out to Out:
PROPOSED IMPROVEMENTS
Deck Area: . sq. ft94 Bridge Cost: 75 Type of Work:
34 Skew: 35 Structure Flared: 0 -No flare95 Roadway Cost: 76 Length of Improvment:
53 Minimum Vertical Clearance Over Bridge:96 Total Cost: 114 Future ADT: 14,280
54A Minimum Vertical Underclearance Reference: N -Feature not hwy or RR97 Year of Cost Estimate: 115 Year of Future ADT: 2029
54B Minimum Vertical Underclearance:
55A Minimum Lateral Underclearance Reference R: N -Feature not hwy or RR
NAVIGATION DATA38 Navigation Control:
55B Minimum Lateral Undrclearance R: 39 Vertical Clearance: 0.0 ft 40 Horizontal Clearance: 0.0 ft
56 Minimum Lateral Undrclearance L: 111 Pier Protection: _ Not Applicable 116 Lift Bridge Vertical Clearance:
0
32 Approach Roadway Width:(w/ shoulders)
82 ft 33 Median:
43A/B Main Span Material/Design:
1 -Concrete 19 Culvert(inc frm culv)
06/04/2013
N-N/A (NBI)
N -N/A (no deck (NBI))
N- N/A (no deck (NBI))
N- N/A (no deck (NBI))
4.00 °
0 -Permit Not Required
0.0 ft
1 Open median
0
NA
NA
NA
06/04/200948 months
NA
NA
NA
48 months
27 Year Built: 1986 106 Year Reconstructed: -4
90 Inspection Date: 6/4/2009
01 NJDOT
01 NJDOT
S.R.: 82.8
Unknown
6 Feature Intersected : DUBOIS CREEK
16 Latitude: 40d 14' 21.38" 17 Longitude: 074d 15' 34.29"
ELEMENT CONDITION STATE DATA
% in 5Qty. St. 4Qty. St. 2% in 2Qty. St. 1% in 1Total Qty % in 4Qty. St. 3% in 3 Qty. St. 5UnitsStr Unit Elm/Env Description
0 %150100 %150 0 % 0 %00 00 %0 0 (LF)241/3 Concrete Culvert
0 %62100 %62 0 % 0 %00 00 %0 0 (LF)508/3 Wingwalls - Culvert
0 %36100 %36 0 % 0 %00 00 %0 0 (LF)509/3 Headwalls - Culvert
9999
NSD/FO-ROUTE NJ 33 OVER DUBOIS CREEK
($1)
($1)
($1)
0
Name:
0.00 ft
0.00 ft
0.00 ft
-1
-3 ft
15.0 ft 15.0 ft
Page 1 of 3
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:35:33
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1332154StructNum:
Brkey: 1332154 Inspkey
NJDOT BRIDGE FIELDS
(AC) Non-Inv Feature:
(AF) Alt Struct #:
(AG) Rail Type:
(AH) Rail Height::
(AJ) Slope Protection:
(AK) Abutment:
(AL) Pier:
(AM) Depth of Fill:
(AP) Fender System:
(AT) Special Material 1:
(AT) Special Material 2:
(AU) Add Struct:
(AV) Widen Stru:
(A) Town:
(AA) Route:
(AD) Admin:
(AE) Alt Agency: -1 _
1
2
Freehold Twp.
33
-1
WW Rdwy and/or RR /wtrwy
-1
19 Appr rdwy guide rail
-3.28
-1
-1
-1
3.28
_ None
_
_
_
_
GENERAL
STRUCTURE AND APPURTENANCES
(FI) Recommended:
COUNTER MEASURES
-1
(GV) Bridge:
(GW) Shoring:
(GX) Reports:
(GY) Measures:
(GZ) Cond Desc:
N
N
N
N
TEMPORARY STRUCTURES
-1
Type
3
HS
3-3
3S2
M
H
(BR)
(BS)
(BT)
(BU)
(BV)
(BQ)
45
40
0
62
76
Inv
Misc W(CH1)
(CH2) 0
(CQ) Bridge List:
(BK) Overstress %:
(FV) Route Milepost:
_
0
028.55
MISCELLANEOUS
LOAD RATINGS
(CF)
(CB)
(CC)
(CA)
(CD)
(CE)
83
74
0
99
99
Opr
Material Design
-1
-1_
_1st Widen
2nd Widen
(BL) Discretionary:
(BM) Fed Job #:
(BN) State Job #:
(BO) St Maint Cost:
(BP) Brdg Demo
_
-1
2204422
0
N
FUNDING AND COST
(FA) FHWA Category:
(FB) Stage 1 Date:
(FC) Stage 1 Consultant:
(FD) Prioritization:
(FE) Sufficiency:
(FF)Date Stage II
(FG) Stage II Consultant:
(FH) Crit. Element:
-1
1/1/1901
-1
_
0
1/1/1901
-1
SCOUR EVALUATION
-1
(HB) Bridge List ID:
(HC) Consultant
(HD) 2-Cy Insp Contr:
XL9A_
G11
N
PROJECT PROGRAMMING
(FL) Monitoring Reqd:
(FK) Installed:
(FJ) Cost: 0
1 _ 2 _ 3 _
_
Material
Height
1:
2:
1:
2:
_
_
BRIDGE NOISE BARRIER (HA)
(AQ) Chain Link:
(FN) Warranted:
(GS) Overhead:
(GT) Cantilever:
(GU) Fascia Mounted:
(CG) Load Type:
(CG) Tons
(AI) Speed:
N
0
0
0
_
0
FENCING
SIGN STRUCTURES
POSTINGS
(GB) Environment:
(GR) Last Painting:
(GA) Painting Req:
-1
01/1901
N
PAINTING
(HF) State Proj Mgr: AO_
1/1/1901II
7/27/2005I(HE) Proceed Date:
(BC) USRA Code:
(BD 1) Rail On/Under:
(BD2 )RRs intersected:
(BE) Rail Milepost:
-1
-1
-1
-0.62
RAILROAD
(FM) Incident Reprtd: _
3:
4:
(AO) Utilities: _
_
_
_
1:
2:
(CR) Off-Route Bridge:
(BB) Orphan Bridge:
(AN) Plan Available:
(FX) Fed Error Uncorr
(FW) Estimated ADT
N
N
Y
N
Y
0
--
. ft
--
--
--
(V1.2)
Page 2 of 3
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:35:33
(v1.1)
NJDOT SI and A Sheet
New Jersey Department of Transportation Structural Evaluation - Igbal Aberra
Design services
1332154StructNum:
NJDOT INSPECTION FIELDS
(CI) Cycle Number:
(CM) Consultant:
(CO) Prev Consultant:
(CP) Federal Report:
(CK) Inspection Crew:
(CJ) Insp Type:
G11
A22
L
T
3
S
GENERAL
(BF) Deck: 1: _
2: _
3: _
4: _
5: _
REMARKS
(GJ) Connections:
(GD) Fascia Beam:
(GE) Fascia B. Flange:
(GF) Interior Beam:
(GH) Interior B. Flange:
(GI) Beam Ends:
(GK) Bracings:
(GL) Bearings:
(GM) Substructure:
(GN) Above Deck Super:
(GO) Railings/Fence:
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
(GP) Remarks 1:
-1
PAINTING
-1
(GQ) Remarks 2:
N
6(BA) Apr Rdwy Cond:
(B) Deletion Code:
MISCELLANEOUS
-1
-1
-1
-1
-1
-1
Location1:
Location 2:
Location 3:
FATIGUE DETAIL (AZ)
-1
-1(FR) Consultant:
(FS)
IN-DEPTH PIN-HANGER
(FT) Combo: N
(BG) Super: 1: _
2: _
3: _
(BH) Sub: 1: _
2:
3: _
_
C(BI) Channel
(BJ) Culvert B
N
(FP) Improvement Cost:
(FO) Pedestrian Traffic:
$ 0 Thousands
FENCING
1/1/1901(AW) Mech/Electrical:
(AX) Deck: 1/1/1901
(AY) Special Testing: 1/1/1901
(GC) Paint: 1/1/1901
INSPECTION DATES
(AR) Equipment: 1: _
2: _
3: _
(AS) Testing: 1: _
2: _
3: _
(V1.2)
1/1/1901(FQ) FCM/Pin-HngrInsp Date:
ROADWAY DATA
Bridge Id:
SRI
1332154
NBI Roadway?:
Roadway Name:
Item 5A:
Item 5B:
Item 5C:
Item 5D: Item 5E 0
ROADWAY IDENTIFICATION
HWY NETWORKS AND SERVICE CLASSIFICATION
11 Milepost:
12 Base Hwy Network:
20 Toll Facility:
13A LRS Inventory Route
26 Functional Class:
13B Subroute No.:
28 Lanes :
Num Median:
Road Speed:
ADTclass:
29 ADTtotal:
30 Year of ADT:
114 Future ADT:
115 Year of Future ADT:
109 Truck ADTT % :
19 Bypass Length:
Detour Speed:
TRAFFIC AND ACCIDENTS
100 Strahnet Hwy:
ALTERNATE CLASSIFICATION
104 NHS System:
105 Fed. Lands Hwy:
110 Truck Hwy Net:
102 TraffDirection:10 Vertical Clearance:
47 Invent Route Horiz Clear:
CLEARANCES
4
0
04
11900
2009
14280
2029
5
1
NJ33-T.J. Narozanick Hwy/Duboi
1
3
1
00033
1
3
00000033__
12 2
00
0
1
0
0
55 mph
2.00 mi
35 mph
(DJ) Min Vert Undrclr:
32 Appr Rdwy Width:
51 Brdg Rdwy With Curb-Curb:
WIDTHS
82 ft
0.0 ftSchool Bus: 0
0Transit Rt:
Emergency 0
28.550 mi
99.99 ft
00.00 ft
0.0 ft
99.90 ft
(V1.2)00000033__
Page 3 of 3
NJDOT Inspection_SIA_English_No Thu 1/12/2012 15:35:33
(v1.1)