Final Environmental Impact Report - Whittier Bridge/I-95 ...

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MASSACHUSETTSHIGHWAYDEPARTMENT
ISTRUCTURES INSPECTION FIELD REPORT
ROUTINE & SPECIAL MEMBER INSPECTION
PAGE 1 OF 65'
BR. DEPT. NO.
A-07-016=N-11-017
ClTYIfOWN
AMESBURY=NEWBURVPORT "
07-FACII,.ITY CARRIED
I 95
06-FEATURES INTERSECI'ED
WATER MERRIMACK RIVER'
43-STRUCfURE TYPE.
Steel Truss - Thru
-DECK
0
l07-DECKTYPE .
Concrete Cast-in-Place
. .
DEF
1.Wearing surface 7 M-P
2.Deck Condition 4 s-p
3.Stay in place forms 6 M-P
4.Curbs
N
5.Median 4 s-p
6.Sidewalks 5 M-P
7.Parapets 4 s-p
a.Railing 4 s-p
9.Anti Missile Fence
i0.Drainage System 5 M-P
i1.Lighting Standards 6 M-P
i2.Utilities 6 M-P
13.Deck Joints 4 s-p
i4.Catwalk 4 s-p
N
15. N
16. N
CURBREVEAL
(In millimeters)
E
W
0 0
8. Appr. pavement condition 7
b. Appr. Roadway SeWement 8
c. Appr. Sidewalk SeWement N
8.-STRUCIURENO.
. A07016-2V1-MHD~NBI
MEMORJALNAMFJLOCALNAME
WHITTIER BRIDGE
26-FUNCTIONAL a.ASS
Urban Interstate
22-0WNER 21-MAINTAINER
State Highway State Highway
Agency Agency
WEATHER TEMP. (air)
Sunny 30°C
l1li&
SUPERSTRUCTURE
i.Stringers
2.Floorbeams
3.Roor System Bracing
4.Girders or Beams
5.Trusses - General
4
4
5
5
5
a. UpperChords 6
b. LowerChords 5
c. Web Members 6'
d. Lateral Bracing 4
e. SwayBracIngs 5
f. Portals 7
g• .End Posts 6' .
6.Pin & Hangers .6
7.Conn Pit's, Gussets & Angles
a.Cover Plates
9.Bearing Devices
5
5
5
.10. Diap~ragms/Cross
11.Rivets & Bolts
Frames 6
5'
12.Welds
5
-8
ll-Kilo. POINT 41-STATUS 9O-ROUfINE INSP. DATE
138~786 A:OPEN AUG 25, 2007
27-YRBUll.T 106-YRREBUll..T YRREHAB'D (NON 106)
1954 0900 2003
DIST. BRIDGE INSPECTION ENGINEER.
D. J. Consentino
TEAM LEADER P. Keeping PROJ MGR HNTB Corporation
TEAM MEMBERS .
C. SEMAN; W. USEVICH, C. SEMAN, C. SEMAN,
M-P
M-P
s-p
s-p
M-P
M-P
M-P
M-P
~~;: .~!.~iS:·o! ~ij~~._~··f~i~:,:{::"X::' _6
a. Pedestals N N
b.Cas N 6
c. Columns N N
d. SternslWebslPIerwalls 7 6
e. PoInting 6 6
f. Footin 6 H
g.PIles H H
h. Scour 6 7
I. Settlement 7 a
DEF • Pile Caps N N
• Piles N N
c. Diagonal BracIng N N
d. Horizontal Bracing N N
e. Fasteners N N
N
N
N
N
N
M-P.
M-P
M-P
M-P
M-P
M-P
d.-
N
~==;;;;;;;;=====;;;;;;;;=;:",:;;;;;;==~ LOAD·DEFLECTION:·
f'~Jl1i~~}~;:~ (YIN) EJ None (X ) Minor (
Please explain
) Moderate ( -) Severe (
DEF LOAD VIBRATION: Please explaIn
§
None ( ) Minor(X ) Moderate ( ) Severe (
a._C_o_n_diti_.o_n_o_fw_el_ds__--I1--!8--i ~-
b. Condition ofBolts AnyFracture Critical Member: (YIN)' r-;l
t-
c. Condition ofSigns 1":1 ~
Any Cracks: (YIN) ~
UNDERMINING (YIN) IfYES please explain N
COLLISION DAMAGE:
None(X .) Minor ( ) Moderate ( ) S~re (
SCOUR:
Please explain
None (X ) Minor ( l Moderate ( ) Sever~ (
1-60 (Dive Repo,o: 0' 1-60 (ThIs Report): ~
93B-U/W(DIVE) ~nsp I 09/06/2005 I
X=UNKNOWN N=NOT APPLICABLE H=HIDDENIINACCESSIBLE R=REMOVED