U.S. Deportment 1200 New Jersey Ave., SE 

of Transportation Washington, D.C. 20590 

Fe deral Highway 

Administration April 18, 20 16 

In Repl y Refer To: 

HSST-1 /WZ-281 A 

Mr. Troy Tapley 

MD I Worldwide 

3827 1 W. Twelve Mile Road 

Farmington Hills, Michi gan 4833 1 

Dear Mr. Tapley: 

This letter is in response to your May 5, 20 15 request for the f.edcral Highway Administration 

(fl l\V/\) to review a roadside safety ckvice. hardwa re. or system for eligibility for 

reimbursement under the Federal-aid highway program. This fl-1\\l A letter of eligibility is 

assigned FH\V A control number WZ-28 1 A and is valid until a subsequent letter is issued by 

Fl !WA that expressly references this device. 

Decision 

The following devices arc eligible. with details provided in the form which is attached as an 

integral pa1·t or this letter: 

50TRl tripod sign stand 

Scope of this Letter 

To be found eli gible for Federal-a id funding, mocl ili ecl roadside safety devices should meet the 

crash test and evaluation criteria contained in the National Cooperative Highway Research 

Program (NCH RP) Report 350. I lowcver, the f.H W/\ , the Department of Transportation, and the 

United States Government do not regulate the manufacture or roadside safely devices. Eligibility 

for reimbursement under the federal-aid highway program does not establish approval, 

certification or endorsement or the device for any parti cular purpose or use. 

This leller is not a determination by the rHW/\., the Department of Transportation, or the United 

States Government that a vehi cle crash involving the device will result in any particular 

outcome, nor is it a guarantee of the in-service performance of this device. Proper 

manufacturing, installation, and maintenance are required in order for this device to function as 

tested. 

This find ing of eligibility is limited to the crashworlhincss of the system and docs not cover other 

structural features, nor conformity with the Manual on Uniform Traffic Control Devices. 
2 

Eligibility for Reimbursement 

FHW A previously issued an eligibility letter for the roadside safety system described in your 

pending request. Your pending request now identifies a modification to that roadside safety 

system. 

The original roadside safety device information is provided here: 

Name ofsystem: 50TRI tripod sign stand 


Type of system: Work Zone Traffic Control Device 


Date oforiginal request: April 30, 2009 


Date oforiginal FHWA eligibility Jetter: July l, 2009 


FHW A Control number: WZ-281 


The pending modification(s) consists ofthe following changes: 

1. Use with the following comparable 48" x 48" (16 - sq. ft) and smaller sign substrates: 

a. 	 0.375" [9.Smm} and 0.500" [12.7mm] thick plywood signs 

b. 	 0.080" [2mm ], 0. J00" [2.Smm ], and 0.125" [3mm] thick solid aluminum 

c. 	 0.080" [2mm] and 0.125" [3mm] aluminum laminates such as: Alpolic, Dibond, 

Reynolite or similar substrates 

d. 	 0.400" [JOmm] to 0.625" [16mm} corrugated plastics 

FHW A concurs with the recommendation ofthe accredited crash testing laboratory as stated 

within the attached form. 

Full Description ofthe Eligible Device 

The device and supporting documentation, including reports ofthe crash tests or other testing 

done, videos of any crash testing, and/or drawings ofthe device, are described in the attached 

form. 

Notice 

Ifa manufacturer makes any modification to any oftheir roadside safety hardware that has an 

existing eligibility letter from FHWA, the manufacturer must notify FHWA ofsuch modification 

with a request for continued eligibility for reimbursement. The notice ofall modifications to a 

device must be accompanied by: 

o 	 Significant modifications - For these modifications, crash test results must be 

submitted with accompanying documentation and videos. 
3 

o 	 Non-signification modifications - For these modifications, a statement from the 

crash test laboratory on the potential effect of the modification on the ability of 

the device to meet the relevant crash test criteria. 

FHW A's detennination ofcontinued eligibility for the modified hardware will be based on 

whether the modified hardware will continue to meet the relevant crash test criteria. 

You are expected to supply potential users with sufficient infonnation on design, installation and 

maintenance requirements to ensure proper performance. 

You are expected to certify to potential users that the hardware furnished has the same chemistry, 

mechanical properties, and geometry as that submitted for review, and that it will meet the test 

and evaluation criteria ofthe NCHRP Report 350. 

Issuance of this Jetter does not convey property rights ofany sort or any exclusive privilege. This 

letter is based on the premise that information and reports submitted by you arc accurate and 

correct. We reserve the right to modify or revoke this letter if: (I) there are any inaccuracies in 

the infonnation submitted in support ofyour request for this letter, (2) the qualification testing 

was flawed, (3) in-service performance or other information reveals safety problems, (4) the 

system is significantly different from the version that was crash tested, or (5) any other 

infonnation indicates that the letter was issued in error or otherwise does not reflect full and 

complete infonnation about the crashworthiness ofthe system. 

Standard Provisions 

• 	 To prevent misunderstanding by others, this letter ofeligibility designated as FH WA 

control number WZ-281A shall not be reproduced except in full. This letter and the test 

documentation upon which it is based are public information. All such letters and 

documentation may be reviewed upon request. 

• 	 This letter shall not be construed as authorization or consent by the FHW A to use, 

manufacture, or sell any patented system for which the applicant is not the patent holder. 

• 	 If the subject device is a patented product it may be considered to be proprietary. If 

proprietary systems are specified by a highway agency for use on Federal-aid projects: 

(a) they must be supplied through competitive bidding with equally suitable unpatented 

items; (b) the highway agency must certify that they are essential for synchronization 

with the existing highway facilities or that no equally suitable alternative exists; or (c) 

they must be used for research or for a distinctive type ofconstruction on relatively short 

sections ofroad for experimental purposes. 
4 

Our regul ations concerning proprietary products are contained in Title 23, Code of Federal 

Regul ations, Section 635.4 11 . 

Sincerely yours, 

Michael S. Griffith 

Director, Office of Safety Technologies 

Office of Safety 

Enclosures 
 Version 9.1 (11/15) 

Page 1 of 4 

Request for Federal Aid Reimbursement Eligibility

of Highway Safety Hardware 

Submitter

 Date of Request: May 20, 2015 New Resubmission 

Name: Troy Tapley 

Company: MDI Worldwide 

Address: 38271 W. Twelve Mile Road, Farmington Hills, Michigan 48331 

Country: United States

 To: Michael S. Griffith, Director 

FHWA, Office of Safety Technologies 

I request the following devices be considered eligible for reimbursement under the Federal-aid 

highway program. 

! - ! - ! 

System Type Submission Type Device Name / Variant Testing Criterion Test 

Level 

'WZ': Crash Worthy Work 

Zone Traffic Control Devices 

Physical Crash Testing 

Engineering Analysis 

50TRI 

NCHRP Report 350 TL3 

By submitting this request for review and evaluation by the Federal Highway Administration, I certify 

that the product(s) was (were) tested in conformity with the NCHRP Report 350 (Report 350) and that 

the evaluation results meet the appropriate evaluation criteria in the Report 350. 

Identification of the individual or organization responsible for the product: 

Contact Name: Troy Tapley Same as Submitter 

Company Name: MDI Worldwide Same as Submitter 

Address: 38271 W. Twelve Mile Road, Farmington Hills, Michigan 48331 Same as Submitter 

Country: United States Same as Submitter 

Enter below all disclosures of financial interests as required by the FHWA `Federal-Aid Reimbursement 

Eligibility Process for Safety Hardware Devices' document. 

Texas Transportation Institute (TTI) Proving Ground was compensated for the cost to perform the evaluation. 

Contract No. 1503763. No consulting relationships, research funding or other forms of research support, 

patents, copyrights, other intellectual property interests, licenses, contractual relationships, business ownership 

or investment interests are retained for the TTI Proving Ground. 
 Version 9.1 (11/15) 

Page 2 of 4 

PRODUCT DESCRIPTION 

New Hardware or 

Significant Modification 

Modification to 

Existing Hardware Non-Significant 

Product Description of 50TRI 

(Reference drawing ESR00802) 

The 50TRI is a tripod sign stand used in displaying signs up to 48 inch diamond shape or up to 16 sq. ft. [1.5 sq. 

meters]. 

Further description: 

The 50TRI sign stand is a portable tripod sign stand. The mast is constructed of square steel tubing 1.0 in x 1.0 

in x 0.065 in [25 mm x 25 mm x 1.6 mm]. The three legs are constructed of square steel tubing 1.25 in x 1.25 in x 

0.065 in [30 mm x 30 mm x 1.6 mm]. Rigid signs are held on the bottom by two steel rod hooks and on the top 

by a steel bracket attached to the mast of said sign stand. The overall height of the sign stand, with flags is 99 in 

[2515 mm] and 74 in [1880 mm] without flags. The bottom of the sign is 12 in [305 mm] above grade. The total 

weight of the sign stand is 45.0 lbs [20.4 kg] which includes the stand of 16 lbs. [7.3 kg] and a 48” x 48” x 1/2” 

plywood sign and flags of 29.0 lbs [13.1 kg]. 

The 50TRI was deemed eligible for federal funding in WZ-281 (with 1.25" square tubing and the use of a 1/2" 

plywood sign). 

Modifications being requested: 

Note: We request WZ-281 to be amended. 

This request is for the use of of the following substrates to be used with the 50TRI: 

• Comparable 48” x 48” (16 – sq. ft) and smaller signs 

• .375” [9.5mm] and .500” [12.7mm] thick plywood signs 

• 0.080” [2mm], 0.100” [2.5mm], and 0.125” [3mm] thick solid aluminum 

• 0.080" [2mm] and 0.125" [3mm] aluminum laminates such as: Alpolic, Dibond, Reynolite or similar substrates 

• 0.400" [10mm] to 0.625" [16mm] corrugated plastics 

CRASH TESTING 

A brief description of each crash test and its result: 

Required Test 

Number 

Narrative 

Description Evaluation Results 

3-70 (820C) 

NCHRP-350 states this test is intended to evaluate the 

breakaway, fracture, or yielding mechanisms. Therefore, this 

test is not needed for this device. 

Non-Critical, not conducted 

S3-70 (700C) Testing is optional and not needed for these devices. Non-Critical, not conducted 
 Version 9.1 (11/15) 

Page 3 of 4 

Required Test 

Number 

Narrative 

Description Evaluation Results 

3-71 (820C) 

Modification Comparables: 

a. A NCHRP-350 3-71 test of a Generic Tripod Sign Support 

was tested as part of the NCHRP-553 project. 

b. Eligibility letter WZ-281 found the 50TRI design comparable 

to the tested design with the use of 1/2" thick plywood sign. 

c. NCHRP-553 report also stated "Because its greater weight 

tends to make a plywood sign panel more critical from a 

crashworthiness standpoint, the sign supports successfully 

tested with plywood substrate are also considered to be 

acceptable when used with a comparably sized aluminum 

sign substrate or other lightweight substrate materials (e.g. 

corrugated plastic)." 

d. TTI Engineering Analysis, Project No. 690900-MDI MISC1 

compared the difference in masses and determined the 

placement of a 15lb ballast on a hook located 38" up along 

the rear leg would produce comparable center of mass and 

moments of inertia properties. 

e. TTI concluded with the comparable properties, the 50TRI 

should perform in the same rotational manner with lighter 

weight substrates and require no further testing. 

Non-Critical, not conducted 

S3-71 (700C) Testing is optional and not needed for these devices. Non-Critical, not conducted 

Full Scale Crash Testing was done in compliance with NCHRP Report 350 by the following accredited 

crash test Laboratory. By signature below, the Laboratory agrees in support of this submission that all 

critical and relevant crash tests for the device listed above were conducted. (cite the laboratory’s 

accreditation status as noted in the crash test reports.): 

Testing Laboratory's signature concurs that these modifications are considered Non-Significant. 

Laboratory Name: Texas Transportation Institute 

Laboratory Signature: Dean C. Alberson Digitally signed by Dean C. Alberson 

DN: cn=Dean C. Alberson, o=Texas AM Transportation Institute, ou=Roadway 

Safety and Physical Security Division, email=d-alberson@tti.tamu.edu, c=US 

Date: 2016.03.22 15:26:50 -05'00' 

Address: 3135 TAMU, College Station, TX 77843-3135 Same as Submitter 

Country: USA Same as Submitter 

Accreditation Certificate 

Number and Dates of current 

Accreditation period : 

A2LA # 2821.01 Valid until 04/30/2017 
Digitally signed by Troy Tapley

Submitter Signature*: Date: 2016.03.07 16:15:18 

-05'00'

Submit Form 

 Version 9.1 (11/15) 

Page 4 of 4 

ATTACHMENTS 

Attach to this form: 

1) Additional disclosures of related financial interest as indicated above. 

2) A copy of the full test report, video, and a Test Data Summary Sheet for each test conducted in 

support of this request. 

3) A drawing or drawings of the device(s) that conform to the Task Force-13 Drawing Specifications 

[Hardware Guide Drawing Standards]. For proprietary products, a single isometric line drawing is 

usually acceptable to illustrate the product, with detailed specifications, intended use, and contact 

information provided on the reverse. Additional drawings (not in TF-13 format) showing details that 

are relevant to understanding the dimensions and performance of the device should also be submitted 

to facilitate our review. 

FHWA Official Business Only: 

Eligibility Letter AASHTO TF13 

Number Date Designator Key Words 

WZ-281A work zone sign stand, tripod sign stand 
 

 

 

MODEL: 50TRI
	 SCHEMATIC DRAWING
	 STEEL TRIPOD SIGN STAND
	

ESR00802

12" MIN. 

48" 

74" 

99" 

48" X 48" X 1/2"

PLYWOOD SIGN 

LOWER 

SIGN MOUNT 

WELDED HOOK 

BRACKETS 

(3) 3/4" WOODEN

DOWEL W/ FLAG

 35" 

46" 

25° 

MIN.

 38" 1.25" SQ. X 16 GA. (.06")

STEEL TUBING 

LEG & UPRIGHT 

PIVOT BRACKET 

1" SQ. X 16 GA. (.06")

TELESCOPING MAST 

TOP CLAMP 

SIGN BRACKET 

WELDED BRACKET 

BALLAST HOOK 

50TRI WEIGHT 

SIGN STAND 16 lbs. 

48" SQ. PLYWOOD SIGN 28 lbs 

(3) FLAGS 1 lbs 

TOTAL: 45 lbs. 

MDI Traffic Control Products, 38271 West 12 Mile Road, Farmington Hills, MI 48331-3041 800-521-6776 ESR00802

ESR00802
Texas A&M Transportation Institute 

The Texas A&M University System 

3135 TAMU 

College Station, TX 77843-3135 

979-845-6375 

Fax: 979-845-6107 

http://tti.tamu.edu 

March 23, 2016 

Mr. Troy Tapley 

MDI Worldwide 

38271 W. Twelve Mile Road 

Farmington Hills, MI 48331 

RE: 	 Evaluation and Review ofTRIPOD Modifications 

(Project No. 690900-MDI MISCl: Contract No. 1503763) Report 

Dear Mr. Tapley: 

MDI's proposed 30 TRI and 50 TRI were analyzed with and without ballasting. The 

proposed models were compared to the previously tested tripod detailed in NCHRP report 553. 

Mass properties, centers of mass, and moments of inertia were calculated for the proposed 

models. The calculated values were compared to those ofthe previously tested model in the 

attached excel spread sheet titled "Tripod Modifications." 

The total mass ofthe tripod and the mass moment of inertia about the x-axis were 

considered the critical values. The analysis ofthe model with 15 lb ballasting 38 in up the back 

leg found the critical values to be within 10% ofthe previously accepted model for the proposed 

plywood, aluminum, endurance, and dibond tripod models for both 30 TRI and 50 TRI. Based on 

the analysis it is expected these models will rotate similarly to the previously tested tripod in the 

event ofan impact. 

Texas Transportation Institute (TTI) Proving Ground is an ISO 17025 accredited 

laboratory with American Association for Laboratory Accreditation (A2LA), testing certificate 

2821.01 . Other than test results, TTI does not provide certification or endorsement for any 

product. MDI Worldwide will not use, or permit others to use, the names ofthe Texas A&M 

University System (TAMUS), Texas A&M University (TAMU), or the Texas Transportation 

Institute (TTI) or any abbreviations or trademark in any publicity, or other public presentation 

which directly or indirectly implies endorsement for any product(s) or service(s). 

Please do not hesitate to call me at (979) 458-3874 or email:d-alberson@tamu.edu. 

s7Jlfl--­

Dean C. Alberson, Ph.D., P.E. 

Senior Research Engineer 

Assistant Agency Director 

I

Roadside Safety & 

Physical Security Division 
Plywood Alum

TTI Design 50 TRI 15 lb bag @ 29" 15 lb bag @ 38" 15 lb bag + 2.5lb bags TTI Design 50 TRI 15 lb bag 

Mass Properties

Predicted

Total MassMass of StandMass of SignMass of Flags

‐‐‐‐

28.00

‐‐

45.0016.0028.00

1.00

60.0031.0028.00

1.00

60.00

31.00

28.00

1.00

65.0036.0028.00

1.00

‐‐‐‐

22.10

‐‐

39.1016.0022.10

1.00

54

31.22.

1.0

Mass Properties

SolidWorks Model

Total MassMass of StandMass of SignMass of Flags

58.9531.04

27.91

‐‐

42.5113.8527.91

0.75

57.5128.8527.91

0.75

57.5128.8527.91

0.75

62.5133.8527.91

0.75

52.04

31.04

21.00

‐‐

35.6013.8521.00

0.75

50.28.21.

0.7

% Difference

Between Model and

Drawings

Total MassMass of Stand

Mass of SignMass of Flags

‐‐‐‐

0%

‐‐

6%

13%

0%

25%

4%7%

0%

25%

4%7%0%

25%

4%6%0%

25%

‐‐‐‐

5%

‐‐

9%

13%

5%

25%

6%7%

5%

25

% Difference Relative

to TTI Tripod

Total MassMass of Stand

Mass of Sign

‐‐‐‐

‐‐

28%55%

0%

2%7%

0%

2%7%

0%

6%9%

0%

‐‐‐‐

‐‐

32%55%

0%

3%7%

0%

Center of Mass

Coordinates

xcm [in]

ycm [in]

zcm [in]

0.050

31.380

‐22.460

0.000

36.910

‐19.590

0.000

30.060

‐22.690

0.000

31.720

‐21.040

0.000

28.940

‐20.740

0.060

30.250

‐22.520

0.000

35.980

‐19.790

0.0

28.4

‐23

% Difference Relative

to TTI Tripod

xcm

ycm

zcm

‐‐‐‐‐‐

0%

18%13%

0%4%1%

0%1%6%

0%8%8%

‐‐‐‐‐‐

0%

19%12%

0%6%3%

Principal Axes of

Inertia and Principal

Moments of Inertia

IxIyIzPx [lb*in2]

Py [lb*in2]

Pz [lb*in2]

(‐0.01, 0.91, ‐0.42)

(‐1.00, 0.00, 0.01)

(0.00, 0.42, 0.91)

16453.9418827.2224986.05

(0.00, 0.95, ‐0.31)(‐1.00, 0.00, 0.00)

(0.00, 0.31, 0.95)

9439.02

14550.4818782.99

(0.00, 1.00, 0.05)

(‐1.00, 0.00, 0.00)(0.00, ‐0.05, 1.00)

12036.5124064.9926060.02

(0.00, 0.99, ‐0.12)(‐1.00, 0.00, 0.00)

(0.00, 0.12, 0.99)

10663.9419568.2822935.88

(0.00, 0.98, ‐0.20)(‐1.00, 0.00, 0.00)

(0.00, 0.20, 0.98)

15287.3426798.3330441.43

(‐0.00, 0.90, ‐0.44)

(‐1.00, 0.00, 0.01)

(0.00, 0.44, 0.90)

15002.4116948.2721920.88

(0.00, 0.96, ‐0.29)(‐1.00, 0.00, 0.00)

(0.00, 0.29, 0.96)

8042.50

13036.9616027.76

(0.00, 1.0

(‐1.00, 0.(0.00, ‐0.

103021542263

% Difference Relative

to TTI Tripod

PxPyPz

‐‐‐‐‐‐

43%23%25%

27%28%

4%

35%

4%8%

7%

42%22%

‐‐‐‐‐‐

46%23%27%

3127

3%

% Difference of Principal Moments of

Inertia about x‐axis

‐‐ 23% 28% 4% 42% ‐‐ 23% 27

Moments of Inertia

taken at center of

mass and aligned

with output

coordinate system

Lxx [lb*in2]

Lyy [lb*in2]

Lzz [lb*in2]

Lxy [lb*in2]

Lxz [lb*in2]

Lyz [lb*in2]

18827.2617962.1223477.81

‐21.74‐17.93

‐3254.64

14550.4810316.3517905.66

0.000.00

‐2725.44

24064.9912075.4426021.09

0.000.00

737.80

19568.2810850.4222749.40

0.000.00

‐1501.23

26798.3315865.1329863.65

0.000.00

‐2902.07

16948.3616318.8720604.33

‐15.27‐17.60

‐2715.62

13036.96

8732.57

15337.69

0.000.00

‐2243.70

215410362257

00

880

% Difference Relative

to TTI Tripod

LxxLyyLzzLxy

LxzLyz

‐‐‐‐‐‐

‐‐‐‐‐‐

23%43%24%

100%100%

16%

28%33%11%

100%100%123%

4%

40%

3%

100%100%

54%

42%12%27%

100%100%

11%

‐‐‐‐‐‐

‐‐‐‐‐‐

23%46%26%

100%100%

17%

273610

100100132

Moments of Inertia

taken at output

coordinate system

Ixx [lb*in2]

Iyy [lb*in2]

Izz [lb*in2]

Ixy [lb*in2]

Ixz [lb*in2]

Iyz [lb*in2]

106626.84

47713.7881526.00

65.74

‐80.56

‐44812.05

88763.91

2625.80

75809.65

0.000.00

‐33456.24

105615.05

41679.4177967.18

0.000.00

‐38477.13

102887.92

36299.5980619.86

0.000.00

‐39877.73

106057.15

42756.6082230.99

0.000.00

‐40428.53

90968.7442719.1768224.79

79.50

‐88.16

‐38172.36

73055.6322678.8261410.12

0.000.00

‐27592.03

899037736356

0.00.0

‐3261

% Difference Relative

to TTI Tripod

IxxIyyIzzIxy

IxzIyz

‐‐‐‐‐‐‐‐‐‐‐‐

17%94%

7%

100%100%

25%

1%

13%

4%

100%100%

14%

4%

24%

1%

100%100%

11%

1%

10%

1%

100%100%

10%

‐‐‐‐‐‐‐‐‐‐‐‐

20%47%10%

100%100%

28%

1%

12

7%

100100

15
Endurance Dibond 

15 lb bag @ 29" 15 lb bag @ 38" 15 lb bag + 2.5lb bags TTI Design 50 TRI 15 lb bag @ 29" 15 lb bag @ 38" 15 lb bag + 2.5lb bags TTI Design 

43.5031.0011.50

1.00

43.50

31.0011.50

1.00

48.5036.0011.50

1.00

‐‐‐‐

12.50

‐‐

29.5016.0012.50

1.00

44.5031.0012.50

1.00

44.5031.00

12.50

1.00

49.5036.0012.50

1.00

‐‐‐‐

6.70

‐‐

41.0628.8511.47

0.75

41.0628.8511.47

0.75

46.0633.8511.47

0.75

43.5031.04

12.46

‐‐

27.06

13.85

12.46

0.75

42.06

28.85

12.46

0.75

42.0628.8512.46

0.75

47.0633.8512.46

0.75

37.7231.04

6.68

‐‐

6%7%0%

25%

6%7%0%

25%

5%6%0%

25%

‐‐‐‐

0%

‐‐

8%

13%

0%

25%

5%7%

0%

25%

5%7%0%

25%

5%6%0%

25%

‐‐‐‐

0%

‐‐

3%7%0%

3%7%0%

8%9%0%

‐‐‐‐‐‐

38%55%

0%

3%7%

0%

3%7%0%

8%9%0%

‐‐‐‐‐‐

0.000

25.510

‐24.120

0.000

27.840

‐21.800

0.000

24.490

‐21.320

0.080

28.280

‐22.380

0.000

34.290

‐19.960

0.000

25.850

‐24.070

0.000

28.130

‐21.810

0.000

24.820

‐21.330

0.100

26.440

‐22.270

0%9%8%

0%0%2%

0%

12%

4%

‐‐‐‐‐‐

0%

21%11%

0%9%8%

0%1%3%

0%

12%

5%

‐‐‐‐‐‐

(0.00, 0.99, 0.11)

(0.00, ‐0.11, 0.99)

(1.00, 0.00, 0.00)

7914.80

17504.7017662.86

(0.00, 1.00, ‐0.09)(‐1.00, 0.00, 0.00)

(0.00, 0.09, 1.00)

6955.80

14183.1614984.01

(0.00, 0.97, ‐0.22)(‐1.00, 0.00, 0.00)

(0.00, 0.22, 0.97)

11569.9820132.4721218.05

(0.01, 0.88, ‐0.48)(‐1.00, 0.01, 0.00)

(0.01, 0.48, 0.88)

13208.5114281.6117789.08

(0.00, 0.96, ‐0.27)(‐1.00, 0.00, 0.00)

(0.00, 0.27, 0.96)

6320.73

11081.7112535.62

(0.00, 0.99, 0.10)

(0.00, ‐0.10, 0.99)

(1.00, 0.00, 0.00)

8151.79

18036.6318053.78

(0.00, 1.00, ‐0.09)(‐1.00, 0.00, 0.00)

(0.00, 0.09, 1.00)

7162.16

14508.7215481.20

(0.00, 0.97, ‐0.22)(‐1.00, 0.00, 0.00)

(0.00, 0.22, 0.97)

11768.2920549.0821814.33

(0.05, 0.81, ‐0.58)

(‐1.00, 0.04, ‐0.03)

(0.00, 0.58, 0.81)

11885.9812217.8014839.90

(0.00(‐1.0

(0.0

39%26%

3%

47%

2%

13%

11%45%23%

‐‐‐‐‐‐

52%22%30%

38%26%

1%

46%

2%

13%

11%44%23%

‐‐‐‐‐‐

27% 2% 45% ‐‐ 22% 26% 2% 44% ‐‐ 

17662.86

8030.96

17388.55

0.000.00

1049.00

14183.16

7014.55

14925.26

0.000.00

‐684.26

20132.4712055.1620732.87

0.000.00

‐2108.46

14281.6714276.8916720.64

‐3.96

‐18.40

‐1937.05

11081.71

6781.44

12074.90

0.00

0.00

‐1628.20

18053.78

8254.24

17934.18

0.00

0.00

1001.10

14508.72

7233.03

15410.32

0.00

0.00

‐764.59

20549.0812273.9521308.68

0.00

0.00

‐2196.39

12217.0312894.3813832.27

6.56

‐19.05

‐1400.08

27%43%

7%

100%100%159%

2%

50%

8%

100%100%

62%

45%14%28%

100%100%

18%

‐‐‐‐‐‐‐‐‐‐‐‐

22%53%28%

100%100%

16%

26%42%

7%

100%100%152%

2%

49%

8%

100%100%

61%

44%14%27%

100%100%

13%

‐‐‐‐‐‐‐‐‐‐‐‐

68263.79

31916.4644103.97

0.000.00

‐24211.87

65536.66

26536.6546756.65

0.000.00

‐25612.47

68705.88

32993.6648367.78

0.000.00

‐26163.26

70860.21

36072.6951503.96

96.68

‐98.06

‐29470.91

53660.63

17556.4743878.79

0.000.00

‐20140.03

70511.77

32610.0846036.33

0.000.00

‐25160.92

67784.64

27230.2648689.01

0.000.00

‐26561.52

70953.87

33687.2750300.14

0.000.00

‐2196.39

57294.10

31602.3240202.18

108.29

‐104.73

‐23610.64

‐

0%9%

11%

100%

100%

14%

4%

24%

5%

100%

100%

9%

1%6%2%

100%

100%

7%

‐‐‐‐‐‐‐‐

‐‐‐‐

24%51%15%

100%100%

32%

0%

10%

11%

100%100%

15%

4%

25%

5%

100%100%

10%

0%7%2%

100%100%

93%

‐‐‐‐‐‐

‐‐‐‐‐‐