1200 New Jersey Avenue, SE. 

Washington, DC 20590 April 8, 2009 

In Reply Refer To: HSSD/B-141E 

Mr. Brian Smith 

Trinity Highway Products, LLC 

P.O. Box 568887 

Dallas, TX 75356-8887 

Dear Mr. Smith: 

This letter is in response to your request for the Federal Highway Administration (FHWA) 

acceptance of a roadside safety system for use on the National Highway System (NHS). 

 Name of system: Trinity CASS 

 Type of system: Cable Barrier 

 Test Level: NCHRP Report 350 TL-3 

 Testing conducted by: Texas Transportation Institute 

 Date of request: November 25, 2008 

 Date of completed package: February 26, 2009 

You requested that we find this system acceptable for use on the NHS under the provisions of the 

National Cooperative Highway Research Program (NCHRP) Report 350 “Recommended 

Procedures for the Safety Performance Evaluation of Highway Features.” 

Requirements 

Roadside safety systems should meet the guidelines contained in the NCHRP Report 350. The 

FHWA Memorandum “Identifying Acceptable Highway Safety Features” of July 25, 1997, 

provides further guidance on crash testing requirements of longitudinal barriers. 

Description 

In our FHWA Acceptance Letters B-119 dated May 13, 2003, and B-119B dated August 28, 

2003, we accepted Trinity Highway Products’ 3-cable CASS Cable Safety System with 

c-channel posts at 2.0m (6’6”), 3.0m (10’0”) and 5.0m (16’5”) post spacing for use on the NHS 

under the NCHRP Report 350 Test Level 3 (TL-3) criteria. 

Your present request is for acceptance of a modified, 4-cable CASS system with c-channel posts. 

The original 3 cables of the CASS system with c-channel posts remain at the same heights. The 

modification is the addition of a fourth cable located at a height of 585mm (23”), midway 

between the bottom and middle cables of the 3-cable CASS system with c-channel posts, and 

separated by plastic spacers as shown in the enclosed drawings. 
2

You correctly noted that terminating the fourth cable must be properly addressed, and you did so 

by modifying the NCHRP TL-3 compliant terminal that was accepted in the FHWA letter CC-76 

dated July 29, 2002. The modification includes increasing the length of the CASS Cable 

Terminal through the addition of a fourth Cable Release Post as shown in the enclosed drawing. 

The fourth cable remains at the 585mm (23”) height on the traffic side of the terminal from 

Post #9 through Post #4, at which point it begins its descent towards its termination at Cable 

Release Post #1X. 

Findings 

Because the spread of the four cables is within the limits of the 3-cable system tested with 

c-channel posts, we consider this system to be similarly crashworthy. In addition, the modified, 

4-cable CASS system with c-channel posts are acceptable for use on the NHS under the NCHRP 

Report 350 TL-3 conditions at all previously accepted post spacing and embedment types (driven 

post, post set in driven tube sleeve, and post set in tube sleeve encased in a concrete footing) 

under the range of conditions tested and discussed above, when such use is acceptable to a 

highway agency. 

Please note the following standard provisions that apply to the FHWA letters of acceptance: 

• This acceptance is limited to the crashworthiness characteristics of the systems and does not 

cover their structural features, nor conformity with the Manual on Uniform Traffic Control 

Devices. 

• Any changes that may adversely influence the crashworthiness of the system will require a 

new acceptance letter. 

• Should the FHWA discover that the qualification testing was flawed, that in-service 

performance reveals unacceptable safety problems, or that the system being marketed is 

significantly different from the version that was crash tested, we reserve the right to modify 

or revoke our acceptance. 

• You will be expected to supply potential users with sufficient information on design and 

installation requirements to ensure proper performance. 

• You will be expected to certify to potential users that the hardware furnished has essentially 

the same chemistry, mechanical properties, and geometry as that submitted for acceptance, 

and that it will meet the crashworthiness requirements of the FHWA and the NCHRP 

 Report 350. 

• To prevent misunderstanding by others, this letter of acceptance is designated as number 

 B-141E and 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 at our office upon request. 

• The Trinity CASS barriers are patented products and considered proprietary. If proprietary 

systems are specified by a highway agency for use on Federal-aid projects, except exempt, 

non-NHS 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 of construction on 

relatively short sections of road for experimental purposes. Our regulations concerning 

proprietary products are contained in Title 23, Code of Federal Regulations, Section 635.411. 
3

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

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

The acceptance letter is limited to the crashworthiness characteristics of the candidate 

system, and the FHWA is neither prepared nor required to become involved in issues 

concerning patent law. Patent issues, if any, are to be resolved by the applicant. 

Sincerely yours, 

David A. Nicol, P.E. 

Director, Office of Safety Design 

Office of Safety 

Enclosures 

FHWA:HSSD:NArtimovich:tb:x61331:3/19/09 

File: s://directory folder/nartimovich/B141E_TrinityCassChannel.doc 

cc: HSSD (Reader, HSA; Chron File, HSSD; N.Artimovich, HSSD; 

 WLongstreet, HSSD; M.McDonough, HSSD) 
CASS-STD 4-CABLE ELEVATION VIEW

(TYPICAL LAY-OUT)

CASS-STD 4-CABLE PLAN VIEW

VIEW E-E

(CASS POST- IN CONCRETE)

(POST OPTION #3)

SECTION N-N

VIEW F-F

(CASS POST- DRIVEN

POST OPTION #4)

VIEW G-G

(CASS POST- BASE-PLATED

POST OPTION #5)

VIEW H-H

(CASS POST- DRIVEN SLEEVE

POST OPTION #6A)

VIEW 

(CASS POST- DRIVEN 

POST OP

SECTION P-P

E

B B C C D D E A A

K K

N N

F F G G 

P P

file: SS-720-4-Cable.idw

4 5 6 7 8

(5) POST SPACES AT 6'-6" = 32'-6"

(4) CCT TERMINALCABLE RELEASE POST(SEE POST OPTION 1 OR 2ON SHEET 5)

(6) CCT LINE POST(SEE POST OPTION 1 OR 2ON SHEET 4)

1 3 4

9

5 6 7 8 9 2

LENGTH OF NEED CASS CABLE TERMINAL (CCT-STD-4C):(REQUIRES PROTECTION SEE NOTE 2.)DEPARTURE INSTALLATION: LENGTH OF NEED: 51'-0" (AT POST #8)APPROACH INSTALLATION: LENGTH OF NEED: 26'-0" (12" PAST POST #4)

TURNBUCKLES MAY BESTAGGERED BETWEENLINE POSTS.MINIMUM (1) TURNBUCKLEPER CABLE REQUIRED FORINSTALLATIONS OF 600 FTOR LESS.

(4) POST SPACES AT 6'-3" = 25'-0"

57'-6"

- 1'

+1' - PAY ITEM CASS CABLE TERMINAL (CCT) - PAYMENT EACH

3'-0"

1 2 3

7"

4"

1"

CASS POST - BASE-PLATED(FOR USE ON CONCRETE)(SEE POST OPTION 5)

DIRECTION OF

TRAFFIC

CASS POST - IN CONCRETE(SEE POST OPTION 3)

CASS POST - DRIVEN SLEEVEWITH NOTCH(SEE POST OPTIONS 6A)

CASS POWITH SO(SEE POS

SEE FOOTING CHART

3'-0"

5'-0"

n1'-6"

n1'-0"

LINE POST NEAR A SSPECIAL SPLICE POSPRODUCT MANUAL F

6'-6" TO 16'-6" TYP.

SEE NOTE 4.

MAXIMUM 1000 FEET BETWEEN PRE-STRETCHED CABLE SPLICES (750 FEET FOR INSTALLATIONS USING STANDA

ALLOWABLE CABLE HEIGHT DEVIATION (+1" -1")

1'-3" POST

PAY ITEM - CASS 4-CABLE SYSTEM - (PAYMENT LINEAR FEET)

2'-6"

n1'-0"

CASS POST - DRIVEN(SEE POST OPTION 4)

1'-3" POST

2'-6 3/4" DRIVEN SLEEVE

VARIES PER CONCRETE ELEVATION

(2'-8 1/4") TOP OF POST

(2'-8 1/4") TOP OF POST

GROUNDLINE

TOP OFCONCRETE

6"

1X1X

3"

6"

3"

6"

2'-6 3/4"

PREFERRED INSTALLATION: LOCATE 

POST #2 AWAY FROM NEAREST TRAFFIC. SYSTEM HAS BEEN SUCCESFULLY TESTED WITH OPPOSITE INSTALLATION.

DIRECTION OF

NEAREST TRAFFIC

DIRECTION OF

NEAREST TRAFFIC

7"

2'-6" MIN. CONCRETE FOOTING

5"

2 1/2"

1 1/2"

3"

n1'-0" MIN. CONCRETE FOOTINGCAST IN PLACE OR PRE-CAST(BY OTHERS)

2'-8 1/4" TOP OF POST 2'-3" SLEEVE GROUND LINE

1'-8 13/16" (CRP-3)

2'-1 1/8" (CRP-1X)

1'-11" (CRP-2)

2'-5 7/16" (CRP-1)

2'-8 1/4" (TOP OF POST)
CASS POST - DRIVEN 

(POST OPTION #4 - DRIVEN)

CASS POST - IN CONCRETE 

(POST OPTION #3 - CAST IN PLACE)

CASS POST - 

(POST OPTION #6A - 

CASS POST ~ BASE-PLATED

(POST OPTION #5 - BASE-PLATED)

CASS POST - IN DRIVEN SLEEVE

(POST OPTION #6B - DRIVEN SLEEVE - WITH SOIL PLATE)

CONCRETE FOOTING ASSEMBLY

(POST OPTION #3 - PRE-CAST OPTION) CONCRETE FOOTING ASSEMBLY (INSTALLED IN QUALIFYING MOW STRIP SEE CHART SHEET 1)

PARTS LIST - CASS POST - IN CONCRETE - POST OPTION #3

QTY PART No TITLE Lbs / Each

1 5700B CASS & TL3 CABLE SPACER 0.112 5718B CASS & TL3 CABLE SPACER-4-CABLE 0.051 5823B SLEEVE COVER - CASS POST 0.111 5824T CASS POST STRAP 0.191 5833B SLEEVE CAP - CASS-STD POST 0.151 5836B CONCRETE REINFORCING RING 0.881 33902G CASS-STD POST - SHORT 16.751 33985G 27" POST SLEEVE - IN CONCRETE 14.02

PARTS LIST - CASS POST - IN D

QTY PART No 

1 5700B CASS & TL3 CABLE 2 5718B CASS & TL3 CABLE 1 5823B SLEEVE COVER - C1 5824T CASS POST STRAP 1 33902G CASS-STD POST - 1 33950G 30.75" POST SLEEV

PARTS LIST - CASS POST - DRIVEN POST - OPTION #4

QTY PART No TITLE Lbs / Each

1 5700B CASS & TL3 CABLE SPACER 0.112 5718B CASS & TL3 CABLE SPACER-4-CABLE 0.051 5824T CASS POST STRAP 0.19

1 33901G CASS-STD POST - LONG 22.54

PARTS LIST - CASS POST - BASE PLATED - POST OPTION #5

QTY PART No TITLE Lbs / Each

4 3310G 5/8 LOCK WASHER 0.004 3361G 5/8" HEX NUT (A563 Gr DH) 0.014 4372G 5/8" FLAT WASHER (F436) 0.001 5700B CASS & TL3 CABLE SPACER 0.112 5718B CASS & TL3 CABLE SPACER-4-CABLE 0.051 5824T CASS POST STRAP 0.194 6722G 5/8 ALL THREADED ROD CHISEL POINT (A449) 0.691 33915A CASS SHORT POST 22.08

PARTS LIST - CASS POST - IN DRIVEN SLEEVE - POST OPTION #6B

QTY PART No TITLE Lbs / Each

1 5700B CASS & TL3 CABLE SPACER 0.112 5718B CASS & TL3 CABLE SPACER-4-CABLE 0.051 5823B SLEEVE COVER - CASS POST 0.111 5824T CASS POST STRAP 0.19

1 33902G CASS-STD POST - SHORT 16.751 33951A 30.75" CASS POST SLEEVE W/ SOIL PLATE 29.50

PARTS LIST - PRECAST CONCRETE FOOTING - POST OPTION #3

QTY PART No TITLE Lbs / Each

1 5833B SLEEVE CAP - CASS-STD POST 0.151 5836B CONCRETE REINFORCING RING 0.88

1 33985G 27" POST SLEEVE - IN CONCRETE 14.02

PARTS LIST - CONCRETE FOOTING IN MOW STRIP OR PAVEMENT

QTY PART No TITLE Lbs / Each

1 5833B SLEEVE CAP - CASS-STD POST 0.151 33938G 15" POST SLEEVE - CONCRETE POST 7.75

file: SS-720-4-Cable.idw

(BY OTHERS)

5824T

5823B

33902G 33902G

33901G

5824T

3310G4372G3361G6722G

33951A

5823B

33902G

33985G

5833B

5836B

5700B

33985G

5833B

5836B

5700B

5824T

(BY OTHERS)

5700B

5824T

5700B

33938G

5833B

(SEE NOTE #1)

33915A

(OPTIONAL)

(OPTIONAL)

(SEE NOTE #1)

(SEE NOTE #1)

(SEE NOTE #1)

CONCRETE (BY OTHERS)CONCRETE(BY OTHERS)

CONCRETE(BY OTHERS)

5718B

5718B

5718B 

5718B

ANCHOR OPTIONS:MIN. EMBEDMENT IN 3,000 P.S.I. CONCRETE = 6".MIN. PULLOUT STRENGTH = 10,000 lbs.1: 5/8 ADHESIVE ANCHORING SYSTEM. (4 EACH 3300G, 3310G, 3361G & 5225G) & 0.6 EACH 5448B2: 5/8 x 8" ALL THREADED ROD (A449) WITH EPOXY. (4 EACH 3300G, 3310G, 3361G & 6722G) & 0.6 EACH 5448B3: 5/8 MECHANICAL ANCHOR. (BY OTHERS)
3/4" CABLE FIELD SPLICE - 5634G & 5635G

(5634G SHOWN, 5635G SIMILAR)

1" CABLE FIELD SPLICE - 5909G & 5910G

(5910G SHOWN, 5909G SIMILAR)

3/4" CABLE SPLICE - 5698G

(OPEN BODY STYLE)

1" CABLE SPLICE - 5633G

(CLOSED BODY STYLE)

ASSEMBLY - 1" CABLE FIELD SPLICE - 5909G

(5909G SHOWN, 5910G SIMILAR)

1" TURNBUCKLE - 5826G

(CLOSED BODY STYLE)

TORPEDO 

ASSEMBLY - TO

ASSEMBLY - 3/4" CABLE FIELD SPLICE - 5635G

(5635G SHOWN, 5634G SIMILAR)

PARTS LIST - 5633G

QTY PART No TITLE Lbs / Each

1 5826G 1" CASS TURNBUCKLE CLOSED BODY STYLE 4.811 5909G 1" STUD ASSEMBLY L.H.T. 3.991 5910G 1" STUD ASSEMBLY R.H.T. 3.99

PARTS LIST - 5698G

QTY PART No TITLE Lbs / Each

1 5634G 3/4" STUD ASSEMBLY L.H.T. 5.741 5635G 3/4" STUD ASSEMBLY R.H.T. 5.74

1 5711G 3/4" TURNBUCKLE OPEN BODY STYLE 10.69

PARTS LIST - 5910G

QTY PART No TITLE Lbs / Each

1 3022G 1" CABLE END CASTING 0.561 3536G 1" STUD FLATTENED - R.H.T. 2.881 3908G 1" HEAVY HEX NUT (A563 DH) 0.471 4199B 3/4" CABLE WEDGE (3 x 7) 0.08

PARTS LIST 5634G

QTY PART No ITEM TITLE Lbs / Each

1 1 3/4" STUD FLATTENED - L.H.T. 1.621 4190G 2 CABLE END CASTING 3.781 4199B 3 3/4" CABLE WEDGE (3 x 7) 0.081 4959G 4 3/4" HEAVY SQUARE NUT (A563) 0.26

PARTS LIST - 5826G

QTY PART No TITLE Lbs / Each

1 5826G 1" CASS TURNBUCKLE CLOSED BODY STYLE 4.81

QTY PART No 

1 RING - T1 CABLE 1 CABLE 2 4199B 3/4" CAB

PARTS LIST - 5909G

QTY PART No TITLE Lbs / Each

1 3022G 1" CABLE END CASTING 0.561 3537G 1" STUD FLATTENED - L.H.T. 2.881 3908G 1" HEAVY HEX NUT (A563 DH) 0.471 4199B 3/4" CABLE WEDGE (3 x 7) 0.08

PARTS LIST - 5635G

QTY PART No TITLE Lbs / Each

1 3/4" STUD FLATTENED - R.H.T. 1.62

1 4190G CABLE END CASTING 3.78

1 4199B 3/4" CABLE WEDGE (3 x 7) 0.08

1 4959G 3/4" HEAVY SQUARE NUT (A563) 0.26

file: SS-720-4-Cable.idw

RIGHT HANDEDTHREADED RODSHOWN

LEFT HANDED THREADED RODSHOWN, RIGHT HANDEDTHREADED ROD PART No. 3536G

3537G

3022G

4199B

4190G 4959G 4199B 3536G 4199B 3022G

5910G 5826G 5909G 5635G 5711G 5634G

5826G

CABLE TERMINAL LEFTHAND THREAD(SUPPLIED WITH CABLE)

CABLE TERMINAL RIGHTHAND THREAD(SUPPLIED WITH CABLE)

3908G

4199B 

3908G

4959G

4190G

4199B

CABLE CABLE

CABLE

CABLE

CABLE TERMINAL 

CABLE

CABLE

CATE

INSERT WEDGES PAST CABLE ENDS (3FOLD (1) CABLE STRAND OVER WEDGEWEDGE & CABLE BEFORE CLOSING TH

THREADEDRING

INSERT WEDGE PAST CABLE END (3/8"-1/2").FOLD (1) CABLE STRAND OVER WEDGE. SEATWEDGE & CABLE BEFORE CLOSING THE SPLICE.

INSERT WEDGE PAST CABLE END (3/8"-1/2").FOLD (1) CABLE STRAND OVER WEDGE. SEATWEDGE & CABLE BEFORE CLOSING THE SPLICE.
VIEW A-A

(CABLE RELEASE POST 1-3)

SECTION L-L

CCT 

(POS

VIEW K-K

(CRP-POSTS OFFSETS FROM CASS CENTERLINE)

VIEW B-B

(POST 4-7)

(POST OPTION #1 SHOWN)

VIEW C-C

(POST-8)

(POST OPTION #1 SHOWN)

SECTION M-M

L L

M

M

file: SS-720-4-Cable.idw

(2'-8 1/4") TOP OF POST (2'-6 3/4") EMBEDDED 

7" -

6"

0'

+

4" -

6"

0'

+

1" -

6"

2"

+

6'-3" 6'-3" 6'-3"

1 2 3 4

q CASS-STD 4-CABLE

GROUND LINE

(2'-8 1/4") TOP OF POST 2'-6 3/4" SLEEVE

3'-0" MIN. CONCRETE FOOTING

GROUND LINE

(2'-8 1/4") TOP OF POST 2'-6 3/4" SLEEVE

3'-0" MIN. CONCRETE FOOTING

#4 REBAR ROD (2) PLACES, PLACEDAT POST SLEEVE CORNERS FACINGONCOMING TRAFFIC. TIE RODS TOREBAR RING.

3"

4"

n1'-0" MIN. CONCRETE FOOTINGCAST IN PLACE OR PRE-CAST(BY OTHERS)

1 1/2"

2"

2nd HOLE

FROM TOP

(TO CRP-1)

6th HOLEFROM TOP(TO CRP-2)

6th HOLE

FROM TOP

(TO CRP-3)

2" -

1"

0'

+ 2'-8" (2) #4 REBAR x 

5th HOLEFROM TOP(TO CRP-2)

2nd HOLE

FROM TOP

(TO CRP-1)

6th HOLE

FROM TOP

(TO CRP-3)

2'-8" (2) #4 REBAR x 2" -

1"

0'

+

DIRECTION OF

TRAFFIC

n8 3/4"

7" -

4"

2"

+

6'-3"

1X

5th HOLE

FROM TOP

(TO CRP-1X)

5th HOLE

FROM TOP

(TO CRP-1X)

DIRECTION OF NEAREST TRAFFIC

DIRECTION OF

NEAREST TRAFFIC

PREFERRED INSTALLATION: LOCATE POST #2 AWAY FROM NEAREST TRAFFIC. SYSTEM HAS BEEN SUCCESFULLY TESTED WITH OPPOSITE INSTALLATION.

DIRECTION OF

NEAREST TRAFFIC

n1'-6" MIN. CONCRETE FOOTINGCAST IN PLACE OR PRE-CAST(BY OTHERS)

n1'-0"

3"

6"

3 17/32"

7 1/16" 5'-0" MIN. CONCRETE FOOTING (2'-7 1/2") TOP OF POST

4" MAX. 2'-0" POST EMBEDMENT

4'-6" GAGE 3"

GROUND LINE

1'-9" (CRP 2-3)

1'-11" (CRP 1X)

2'-5 5/8" (CRP 1)

2'-8 1/4" TOP OF POST

1'-9" (CRP 3)

1'-11" (CRP 1X-2)
TERMINAL POST - IN CONCRETE

(CCT TERMINAL POST 4 - 9)

(POST OPTION #1 SHOWN)

TE

CRP TERMINAL POST - IN CONCRETE

(CCT TERMINAL POST 1 - 3)

(POST OPTION #1 SHOWN)

CRP TERMINAL POST - DRIVEN

(CCT TERMINAL POST 1 - 3)

(POST OPTION #2 SHOWN)

CASS-STD 4-CABLE TERMINAL

(SHOWN WITH POST OPTION 1)

PARTS LIST - CCT CABLE RELEASE POST No. 1-3 - IN CONCRETE

QTY PART No TITLE Lbs / Each

1 5851B REFLECTOR - MEDIAN - YELLOW 0.101 33909G CASS CABLE BRACKET 1.92

1 33916B REINFORCING CAGE - CRP POST 68.071 33934A CRP - LOWER POST 51.801 33935A CRP - UPPER POST 31.57

2 4211G 5/16 HEX BOLT x 1 3/4" (A307) 0.052 3245G 5/16 HEX NUT (A563) 0.012 3240G 5/16 FLAT WASHER (F844) 0.00

PARTS LIST - CCT CABLE RELEASE POST No. 1-3 - DRIVEN

QTY PART No TITLE Lbs / Each

1 33909G CASS CABLE BRACKET 1.921 33935A CRP - UPPER POST 31.571 33936A CRP - LOWER POST 178.572 3240G 5/16 FLAT WASHER (F844) 0.002 4211G 5/16 HEX BOLT x 1 3/4" (A307) 0.052 3245G 5/16 HEX NUT (A563) 0.011 5851B REFLECTOR - MEDIAN - YELLOW 0.10

PARTS LIST - CCT TERMINAL POST No. 4-9 - IN CONCRETE

QTY PART No TITLE Lbs / Each

4 3245G 5/16 DIA. HEX NUT (A563) 0.014 5825G CABLE LOCK BOLT (A307) 0.121 5836B CONCRETE REINFORCING RING 0.881 5839B SLEEVE COVER - S3 ANCHOR POST 0.112 5919B #4 REBAR - TERMINAL POST 1.781 33908G SLEEVE - TERMINAL LINE POST 13.801 33910G 350-TL3 TERMINAL POST 28.63

file: SS-720-4-Cable.idw

33909G 33934A

33935A

33916B

33935A

33909G

33936A

CONCRETE(BY OTHERS)

5839B

5836B

33910G

5825G3245G

5825G 3245G 3245G 5825G

CONCRETE(BY OTHERS)

(BY OTHERS)

9021G

3711G 3701

5919B

33908G

5919B

(BY OTHERS) TIE RODSTO REBAR RING.

NOTE:

FOR LOCATION OF LOCK BOLTS SEE SHEET 4.

(OPTIONAL)

BEARING NEEDED 5 THRU 

(BY OTHERS)

5825G3245G

324

33909G

4902G

5851B

(OPTIONAL) USE PART No 5852BFOR SHOULDER INSTALLATIONS

3245G

3240G

4211G

4211G

3245G

3240G

5851B

(OPTIONAL) USE PART No 5852BFOR SHOULDER INSTALLATIONS

ALL HARDWARE FOR THE CCT CAN BE ORDERED AS ONE PACKAGE: PART No. 33598G: (1) SET OF TERMINAL HARDWARE FOR 1" CABLE FITTINGS. PART No. 33599G: (1) SET OF TERMINAL HARDWARE FOR 3/4" CABLE FITTINGS.

5692G

4903G

(2) NUTS REQUIRED ATEACH CABLE TERMINAL.