SR 167 Corridor
Collision Analysis
Jay Alexander Director, Capital Program Development & Management
Paula Hammond Secretary of Transportation
December 2010
Washington StateDepartment of Transportation
1 LSH/SR167Proviso_Final.pdf
SR 167 Corridor Collision Analysis December 1, 2010 This summary was prepared in response to legislative direction provided in the 2010 supplemental transportation budget. Specifically, ESSB 6381 Section 303 (53) states “ the department shall conduct a collision analysis corridor study on state route number 167 from milepost 0 to milepost 5 and report to the transportation committees of the legislature on the analysis results by December 1, 2010”. Included with this summary is the collision analysis results, recent improvements made to the corridor for improving safety, and future strategies for addressing the identified safety issues. The analysis was performed using accident data from years 2004 to 2009 and part of 2010.
As a result of the analysis, corridor segments and specific locations were identified as places for additional safety improvement consideration. These locations are discussed in greater detail in the analysis. The analysis identifies a few strategies for improving safety within the SR 167 corridor. The strategies are based on an incremental approach, as there is not one solution which solves all the safety issues. In addition, the strategies include partnering with the WSP for enforcement and the WTSC for education. With a large number of the accidents in the corridor resulting from impacts with a fixed object or run-off the road, improving the roadside clear zone will become a focus within the mile post limits of the corridor. Overview In performing the analysis on the corridor, the accidents were screened in an effort to indentify the contributing causes associated with each accident. Understanding the contributing causes of a crash is a critical component for developing a solution for reducing or eliminating a specific accident type. Figure 1 provides additional detail of all collision locations and summaries of injury type, collision type, and contributing circumstances. Overall corridor statistics for that period of time indicate the following:
• Over 700 collisions resulting in a total of 4 fatal and 28 serious injuries. • Excess speed and failure to properly grant the right of way to another vehicle are the
primary contributing factors to the collisions along the corridor. • Four locations stand out as specific problem areas (Identified by red boxes in Figure 1):
o 28th Street/Northbound on-ramp at Bay Street – milepost 0.02 (figure 2) o Business access near the Emerald Queen Casino – milepost 0.35 o River Road/Pioneer Way – milepost 0.61 (figure 3) o River Road/66th Avenue East/48th Street East – milepost 3.66 (figure 4)
• Intersection, rear-end, and run-off-the-road collisions account for the majority of the accidents.
• Alcohol was a factor in 3 of the 4 accidents.
2 LSH/SR167Proviso_Final.pdf
Problem Locations The WSDOT, in conjunction with the City of Tacoma and the Puyallup Tribe have been pursuing and implementing incremental improvements on SR 167 in an effort to increase safety and reduce the overall number of accidents experienced on this corridor. The latest improvements include:
• Construction of a new traffic signal located at 28th St./northbound on ramp at Bay St, completed in 2007 (WSDOT and Puyallup Tribe) (Figure 2)
• Installation of Photo Enforcement Cameras, December 2009 (City of Tacoma) • Access control near the Emerald Queen Casino, milepost 0.35 restricted access to right-
in/right-out, completed in 2006 (WSDOT and Puyallup Tribe)
With the latest improvements made over the last four years significant reductions in accidents have been reported. Figure 2 illustrates the decrease in accidents following the activation of the traffic signal at 28th St. It is estimated that 100 accidents have been prevented since the completion of the signal. Figure 3 illustrates the reduction in accidents near the Emerald Queen Casino following the implementation of the access control and photo enforcement cameras. The two improvements were not made concurrently as the access control was implemented in 2006 and the photo enforcement was installed in December 2009. It is estimated that with the restricted access and photo enforcement 92 accidents have been prevented. With the incremental improvements being applied to SR 167corridor, positive results are occurring. WSDOT plans to continue to move forward implementing improvements which focus on the Target Zero Goal. This will be the case for the other 2 problem locations identified at River Road/Pioneer Way – milepost 0.61 (figure 3), and River Road/66th Avenue East/48th Street East – milepost 3.66 (figure 4). With the accidents in the corridor identified and continuously being monitored, WSDOT can identify potential solutions for addressing safety issues. Potential Solutions As WSDOT continues evaluating and implementing solutions to address the problems identified within the corridor, potential solutions under consideration are as follows.
• Partner with the Washington State Patrol (WSP) or the Washington Traffic Safety Commission’s (WTSC) local Target Zero groups. The WSP is looking at collision data and enforcement data to target areas where driver behavior is affecting traffic operations or contributing to collisions. If a problem corridor is also identified in WSP data they may be willing to focus enforcement on the behaviors contributing to the collisions in the corridor. The WTSC also has Target Zero implementation groups around the state. These groups are made of diverse local organizations aimed at reducing local fatal and serious collisions.
• Consult with the Traffic Safety Commission to consider a statewide safety campaign to address motorcycle crashes. During a recent statewide analysis process it was noted that there is a large number of fatal and serious injury crashes involving motorcycles. For the 3-year time period, January 1, 2007 through December 31, 2009 there were slightly
3 LSH/SR167Proviso_Final.pdf
over 3,000 collisions statewide involving motorcycles. In Pierce County there were slightly over 400 collisions resulting in 14 fatal and 60 serious. injuries. We plan to suggest that the Traffic Safety Commission implement a statewide, or perhaps “west of the mountains” safety campaign directed at motorcycle riders.
• Consult with the State Patrol to determine if this is an appropriate area for increasing DUI and speed control enforcement. The SR 167 analysis identified approximately 53 alcohol related collisions (verified by toxicology test) and three of the accidents were fatal. We will notify the WSP that this is a problem corridor and request that they consider increasing enforcement in this area in order to address the DUI and speed related crashes.(See figure 5 for alcohol related collisions)
• Implement Low-cost Enhancement (LCE) projects. Another source for addressing collision analysis locations is the Low Cost Enhancement program. Traditional low cost enhancements are projects that cost less than $50,000 and are used to make near term improvements. In recent years the LCE program has received additional funding to address collision frequency and severity potential by implementing projects costing approximately $100,000. Typical LCE projects include minor signing and restriping projects; and large cost projects such as; minor construction of turn lanes or other medium scale projects.
• Evaluate and Implement Safety Improvement Solutions. The final avenue for addressing safety problems in the corridor is to develop traditional safety program capital improvement solutions. These solutions are normally considered after all other enforcement, education or LCE solutions have been developed. Solutions in this area may include guardrail infill, signing or striping, signal timing and coordination, clear-zone recovery improvements, and/or rumble strips.
Emerald Queen Casino
5705
509
161
7
512
167
MP = 2ARM = 2
MP = 4ARM = 3.99
MP = 12ARM = 13.27
MP = 6 AARM = 7.28
MP = 6 BARM = 6.02
9
7
7
8
5
8
6
6
6
7
5
53 10
104
7
5
6
37
1311
1013
17
19
11
17
59
Most Severe Injury TypeFatality
Serious Injury
Evident Injury
All Other
CAL/IAL
Other FeaturesMile Post Marker
SR 167 Collision Analysis
Data from Dynamic GIS Collision Layer as of December 6, 20102004 Thru July, 2010
Capital Program Development & Management Office
All Collisions
WJO/SR 167 MP 0 TO 5 COLL ANAL.mxd
MP 0.00 To MP 5.00
SR 167 MP 0 TO MP 5: Collision Injury Summary
All Colllisions
Injuries402 No Injury215 Possible Injury
71 Evident Injury28 Serious Injury23 Unknown
2 Dead at Scene2 Died in Hospital
SR 167 MP 0 TO MP 5: Collision Type
All Colllisions
Collision Type169 Entering at angle120 From same direction - both going straight - one stopped - rear-end107 Fixed object
68 From same direction - both going straight - both moving - rear-end56 From same direction - both going straight - both moving - sideswipe46 From opposite direction - all others38 One car leaving driveway access28 Vehicle overturned26 From same direction - all others17 From opposite direction - both moving - head-on15 One car entering driveway access11 From opposite direction - both going straight - sideswipe11 From opposite direction - one left turn - one straight
9 One parked--one moving5 From same direction - one left turn - one straight3 From same direction - both going straight - one stopped - sideswipe
SR 167 MP 0 TO MP 5: Contributing Circumstance
All Collisions
Circumstance184 Exceeding Reas. Safe Speed165 Did Not Grant RW to Vehicle
71 Other53 Follow Too Closely48 Under Influence of Alcohol31 Inattention24 Disregard Stop and Go Light19 Exceeding Stated Speed Limit17 Over Center Line16 Improper Turn16 None13 Disregard Stop Sign - Flashing Red
9 Operating Defective Equipment8 Under Influence of Drugs7 Improper U-Turn4 Apparently Asleep
FIGURE 1SR167: Collisions by ARM Value
All CollisionsLocation by ARM Value
0.01 0.15 0.29 0.35 0.4 0.45 0.5 0.55 0.64 0.7 0.79 0.91 1.03 1.14 1.29 1.47 1.7 1.9 2.1 2.31 2.44 2.6 2.83 3.05 3.26 3.39 3.56 3.69 3.76 3.92 4.07 4.26 4.41 4.58 4.67 4.85
Num
ber o
f Col
lisio
ns
11010510095908580757065605550454035302520151050
FIGURE 2
FIGURE 3
FIGURE 4
SR 167 Collision AnalysisCapital Program Development & Management Office
MP 0.02- Graphic Analysis
WJO/SR 167 GRAPHS MP 0.02 COLL ANAL.mxd
Data from Dynamic GIS Collision Layer as of December 6, 20102004 Thru July, 2010
SR 167 MP 0.02: Collision Injury Summary
All Collisions
Injuries58 No Injury30 Possible Injury
9 Evident Injury5 Unknown2 Serious Injury
SR 167 MP 0.02: Contributing Circumstance
All Colllisions
Contributing Circumstance62 Did Not Grant RW to Vehicle13 Disregard Stop and Go Light12 Disregard Stop Sign - Flashing Red
4 Other2 Follow Too Closely2 Under Influence of Alcohol1 Exceeding Reas. Safe Speed1 Improper Turn1 None
FIGURE 2
SR167 MP 0.02: Collisions by Year
All CollisionsYear of Collision Occurrence
2004 2005 2006 2007 2008 2009 2010
Num
ber o
f Col
lisio
ns
4038363432302826242220181614121086420
Photo of Intersection @ MP 0.02
SR 167 MP 0.02: Collision Type
All Colllisions
Collision Type94 Entering at angle
5 From same direction - both going straight - one stopped - rear-end2 From same direction - both going straight - both moving - sideswipe1 Fixed object1 From same direction - both going straight - both moving - rear-end1 Same direction -- both turning left -- both moving -- sideswipe
SR 167 Collision AnalysisCapital Program Development & Management Office
MP 0.61 - Graphic Analysis
WJO/SR 167 GRAPHS MP 0.61 COLL ANAL.mxd
Data from Dynamic GIS Collision Layer as of December 6, 20102004 Thru July, 2010
Photo of Intersection @ MP 0.61
SR 167 MP 0.61: Collision Injury Summary
All Colllisions
Injuries35 No Injury12 Possible Injury
6 Evident Injury3 Serious Injury3 Unknown
SR 167 MP 0.61: Contributing Circumstance
All Collisions
Contributing Circumstance15 Follow Too Closely10 Disregard Stop and Go Light
7 Other5 Exceeding Reas. Safe Speed4 Did Not Grant RW to Vehicle3 Improper U-Turn3 Under Influence of Alcohol2 Over Center Line1 Apparently Ill1 Driver Distractions Outside Vehicle1 Driver Interacting with Passengers, Anim1 Improper Turn
SR 167 MP 0.61: Collision Type
All Collisions
Collision Type28 From same direction - both going straight - one stopped - rear-end13 Entering at angle
5 From same direction - both going straight - both moving - rear-end4 From same direction - both going straight - both moving - sideswipe3 From same direction - all others2 From opposite direction - both going straight - sideswipe1 From opposite direction - all others1 From opposite direction - one left turn - one straight1 From same direction - both going straight - one stopped - sideswipe1 Same direction -- both turning right -- both moving -- sideswipe
FIGURE 3
SR167 MP 0.61: Collisions by Year
All CollisionsYear of Collision Occurrence
2004 2005 2006 2007 2008 2009 2010
Num
ber o
f Col
lisio
ns
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
0
SR 167 Collision AnalysisCapital Program Development & Management Office
MP 3.66 - Graphic Analysis
WJO/SR 167 GRAPHS MP 3.66 COLL ANAL.mxd
Data from Dynamic GIS Collision Layer as of December 6, 20102004 Thru July, 2010
SR 167 MP 3.66: Collision Injury Summary
All Colllisions
Injuries33 No Injury15 Possible Injury
3 Evident Injury1 Died in Hospital1 Serious Injury
SR 167 MP 3.66: Contributing Circumstance
All Colllisions
Contributing Circumstance184 Exceeding Reas. Safe Speed165 Did Not Grant RW to Vehicle
71 Other53 Follow Too Closely48 Under Influence of Alcohol31 Inattention24 Disregard Stop and Go Light19 Exceeding Stated Speed Limit17 Over Center Line16 Improper Turn16 None13 Disregard Stop Sign - Flashing Red
9 Operating Defective Equipment8 Under Influence of Drugs7 Improper U-Turn4 Apparently Asleep
SR16 MP 3.66: Collisions by Year
All CollisionsYear of Collision Occurrence
2004 2005 2006 2007 2008 2009 2010
Num
ber o
f Col
lisio
ns
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
0
SR 167 MP 3.66: Collision Type
All Colllisions
Collision Type15 From same direction - both going straight - one stopped - rear-end12 Entering at angle
8 From same direction - both going straight - both moving - rear-end6 Fixed object4 From same direction - both going straight - both moving - sideswipe2 From same direction - all others2 From same direction - both going straight - one stopped - sideswipe1 From opposite direction - one stopped - head-on1 One car leaving driveway access1 One parked--one moving1 Person fell, jumped or was pushed from vehicle
Photo of Intersection @ MP 3.66
FIGURE 4
Emerald QueenCasino
Tacoma
Fife
Puyallup
Edgewood
Milton
Algona
5
705
167
50999
161
7
512
167
MP = 2ARM = 2
MP = 4ARM = 3.99
MP = 9ARM = 10.28
MP = 12ARM = 13.27
MP = 6 AARM = 7.28
MP = 6 BARM = 6.02
3
3
8
2
4
22
2
2
P u y a l l u p R i v e r
Sw
am
Cr e
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Cle
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Cre
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Cl a
r k s Cr e e k
Hy l e b o s C
r e e k
S i mo n s C
r e e k
Sq
ua
l ly
Cr
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A S
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72nd St E
20th St E
S J
St
84th St E
80th St E
N Levee Rd E
E P
ortla
nd A
ve
Pioneer Way E
S P
ark
Ave W
alle
r Rd
E
S I
St
S K
St
Valley Ave E
Mc
Kin
ley
Ave
E
E T
St
E I
St
24th St E
E L S
t
54th
Ave
E
Vick
ery
Ave
E
S D
St
36th St E
E 64th St
70th
Ave
E
5th
S S
herid
an A
ve
8th St E
S 11th St
32nd St E
S G
St
44th
Ave
E
Ct G
E 56th St
Ct C
Milton Way
E J
St
Taylor St
S 37th St
S 40th St
S 54th St
S 56th St
Can
yon
Rd
E
S 9th St
15th
Ave
S A
laska St
W Pioneer
Ct F
E M
St
S 84th St
S 25th St
S 76th St
S 52nd St
S Yakim
a Ave
E Main Ave
S 38th St
S 72nd St
S 15th St
S 19th St
Freeman Rd E
E K
St
122n
d Av
e E
50th
Ave
E
E 40th St
46th
Ave
E
7th Ave SW 7th Ave SE
5th Ave SW
23rd
Ave
S 13th St Jovita Blvd E
E Pioneer Ave
E 25th St
E 4th St
S 64th St
Market S
t
S 21st St
W Stewart Ave
E 61st St
E 65th St
Alder St
Linco
ln Ave
E 60th St
E 48th St
Center St
19th
Ave
E B
St
S 384th St
S 80th St
S 6th Ave
Pacific A
ve
S M
St
E G
St
S 8th St
44th St E
Oak St
S 41st St
9th
St S
W
21st
St N
E
5th
St S
W
S 39th St
52nd St E
36th
Ave
E
Dock St
Porter Way
E 38th St
112t
h Av
e E
Ale
xand
er A
ve E
S 12th St
Valley Ave
Pacific Hwy E
S M
erid
ian
Court E
S 88th St
S F
awce
tt Av
e
Stewart Ave E
Por
t of T
acom
a R
d
S 59th St
S Tacoma Way
S C
ourt D S
t
Puyallup Ave
18th St E
Milw
auke
e W
ay
E C
St
64th St E
Chrisella Rd E
S 16th St
48th St E
E 26th St
85th St E66
th A
ve E
S 74th St
S 35th St
E D St
E 52nd St
9th Ave SW
7th
St S
E
Eells St
E 54th St
16th St E
14th
St S
W
S C
St
S 14th St
E 34th St
E E
St
20th
Ave
E
E F St
88th St E
S B
ell S
t
108t
h Av
e E
16th
Ave
S 48th St
E 21st St
E R
oosevelt Ave
E 11th St
S A
insw
orth
Ave
13th
St S
W
E 51st St
N Levee Rd
E H
owe
St
E 50th St
S 68th St
76th St E
Por
tland
Ave
E
5th
Ave
7th S
t NW
Jeffe
rson
Ave
S 78th St
7th
Ave
S 5th St
12th St E
68th
Ave
E
4th
St N
W
S T
hom
pson
Ave
Woo
dlan
d Av
e E
Wiley Ave
Spo
kane
St
21st
St S
E
12th
Ave
E
27th
Ave
Industry Dr E
4th Ave NW
Bentley R
d
E 44th St
Gol
den
Giv
en R
d E
110t
h Av
e E
12th Ave SE
18th
St N
W
S W
ilkes
on S
t
Todd Rd E
13th
St S
E
106t
h Av
e E
S 58th St
S 70th St
S 60th St
S 65th StHouston Rd E
Gay Rd E
S L
St
114th Ave E
1st St E
Pipeline Rd E
Taylor Way
24th
Ave
E
3rd
St S
E
Xavier St
4th
St N
E
15th
St N
W
25th
St S
E
E 82nd St
S 7th St
E 18th St
St Paul Ave
17th
St S
E
3rd Ave NW
2nd
St N
E
9th
St N
W
E 46th St
E 27th St
E 59th St
E 28th St
E R
St
25th
Ave
E
13th St N
E
62nd
Ave
E
S 17th St
6th Ave SW
E 15th St
E 30th St
26th
St N
W
18th St SW
E 57th St
N M
erid
ian
Com
merce S
t
62nd
Ave
NE
41st Ave E
E 55th St
16th
St
E 17th St
Frui
tland
Ave
E
25th St E
E 62nd St
S 10th St
57th St E
29th Ave NE
S 57th St
S 55th St
S A
sotin
St
S 44th St S 45th St
S Deli
n St
S 53rd St
S 43rd St
S 46th St
S 49th St
S 86th St
3rd
St N
E
53rd St E
9th
St S
E
Firland Dr
S 27th St
E Bay St
23rd
St S
E
2nd Ave NE
E 66th St
4th St E
Benston Dr E
S 23rd St
10th Ave SE
40th St E
Ct A
Eve
rett
Ave
E Q
St
57th
Ave
E
4th Ave SE
S 36th St
9th
Ave
E T
onia
St
10th
St S
E
16th Ave NW
S 34th St
Taco
ma
Ave
S
E Morton St
E 68th St
90th
Ave
E
118t
h Av
e E
11th
Ave
55th Ave NW
119th Ave E
How
e St
S 51st St
E 32nd St
9th Ave NW
S Wapato Lake D
r
E 63rd St
12th
Ave
28th
Ave
E
28th Ave S
13th
Ave
23rd St E
13th St E
E 58th St
15th St E
S 32nd St
S C
ushm
an A
ve
40th
Ave
E
E 53rd St
19th
Ave
E
Queens Way
102n
d Av
e E
Asotin S
t
Uppe
r Par
k St
S 50th St
23rd
St N
W
46th St E
56th St E
Birch St
87th St E
Milw
auke
e A
ve E
14th Ave SE
E S
St
S 61st St
E Bismark St
64th
Ave
E
10th St E
62nd St E
Fife
Way
Stewart St
E 86th St
Sweet St
55th
Ave
E
S Division Ln
76th
Ave
E 11th
St N
W
S 18th St
9th Ave SE
18th
Ave
Wilt
on L
n E
51st
Ave
E
28th
Ave
41st St E
78th
Ave
E
6th
Ave
34th
Ave
E
75th St E
Fir St
S 30th St
86th St E
31st St E
E 37th St
Fran
k A
lber
t Rd
E
11th St E
15th
St S
E
96th
Ave
E
Kent St
1st A
ve S
S G
rant Ave
47th
Ave
E
E 69th St
56th
Ave
E
22nd
Ave
S 63rd St
4th
Ave
49th St E
35th St E
45th St E
S 62nd St
74th St E
Fir Ct
E N
St
S 4th St
26th St E
39th St E
Will
ows
Rd
E
E 36th St
22nd St E
63rd St E
59th
Ave
E
E G
rand
view
St
S 11th Pl
61st St E
2nd Ct E
Del
in S
t
Ber
ry P
l 48th
Ave
E
13th Street Ct E
58th
Ave
E
E S
herw
ood
St
17th
St N
E
6th St E
Saw
yer S
t 28th St E
16th
St N
E
95th
Ave
nue
Ct E
30th St E
Maine St
S 67th St
113t
h Av
e E
Birch Ct
S 85th St
Spe
ncer
St N
Berry Ln E
11th
St S
E
E 88th St
E 70th St
Mc
Dac
er A
ve
E 23rd St
Emerald St
97th Ave E
59th St E
E C
lark
ston
St
S 82nd St
21st St E
123r
d Av
e E
W Main Ave56
th A
venu
e C
t E
S Wright Ave
S 29th St
99th Ave E
58th Street Ct E
50th Street Ct E
107t
h Av
ct E
S 20th St
49th
Ave
E
45th Ave E
72nd Ct E
81st St E
Barth
Rd
E S
wan
Cre
ek D
r
9th
Aven
ue C
t E
Grandview
St
91st
Ave
E
44th Street Ct E
63rd
Ave
E
88th
Ave
E
40th
Ave
nue
Ct E
109t
h Av
e E
1st Stct E
Laurel St
89th Ave E
9th Ave NE
5th St E
5th
St N
E10
5th
Ave
E
Vine Ct
S 83rd St
West St
S R
idgewood A
ve
24th St E
119t
h Av
e E
E K
St
S 30th St
S 70th St
16th St E
S J
St
E E
St
E D
St
51st
Ave
E
48th St E
E D
St
E R
St
E I S
t
E 68th St
S G
St
S B
ell S
t
86th St E
S C
ushman A
ve
E J S
t
S 60th St
E B
St
E B
St
50th
Ave
E
E 36th St
90th
Ave
E
Pipeline Rd E
S 32nd St
36th
Ave
E
44th St E
46th
Ave
E
E D
St 18th St E
88th St E
110t
h Av
e E
S 67th St
E 37th St
12th St E
E 40th St
28th
Ave
E
S L St
S I
St
S 80th St
8th St E
28th
Ave
E
S A
insworth A
ve
S K
St
48th
Ave
E
4th St E
62nd
Ave
E
S J S
t
S L
St
76th
Ave
E
114t
h Av
e E
E G
St
S 82nd St
E K
St
S 46th St
40th St E
E G
St
A St
E C
St
E 4th St
87th St E
5th
S K
St
108t
h Av
e E
S B
ell S
t
57th
Ave
E
S M
St
S D
St
S 68th St
E E
St
S G
St
Court E
E R
St
E F
St
34th
Ave
E
E L
St
E 44th St
80th St E
S I S
t
36th St E
12th St E
48th
Ave
E
5th
E 48th St
S B
ell S
t
48th St E
25th St E
S 27th St
S 61st St E M
St
S S
heridan Ave
87th St E
66th
Ave
E
S M
St
S 7th St
E F
St
S G
St
E E
St
S L
St
E L
St
S M
St
86th St E
S I S
t
Taco
ma
Ave
S
S Y
akim
a A
ve
E N
St
S 36th St
8th St E
70th
Ave
E
E F
St
S L S
t
12th St E
E M
St
Most Severe Injury TypeFatality
Serious Injury
Evident Injury
All Other
Alcohol Related Collisions
Other FeaturesMile Post Marker
City Limits
SR 167 Collision Analysis
Data from Dynamic GIS Collision Layer as of December 6, 20102004 Thru July, 2010
Capital Program Development & Management Office
Alcolhol Related Collisions
WJO/SR 167 MP 0 TO 5 ALCOHOL COLL ANAL.mxd
MP 0.00 To MP 5.00
FIGURE 5