January 11, 2021 

1200 New Jersey Ave., SE 

Washington, D.C. 20590 

In Reply Refer To: 

HSST-1/B-354 

Mr. Sandip Kerai 

CSP Pacific 

304 Neilson Street, 

Onehunga Auckland 1061 

New Zealand 

Dear Mr. Kerai: 

This letter is in response to your September 7, 2020 request for the Federal Highway 

Administration (FHWA) to review a roadside safety device, hardware, or system for eligibility 

for reimbursement under the Federal-aid highway program. This FHWA letter of eligibility is 

assigned FHWA control number B-354 and is valid until a subsequent letter is issued by FHWA 

that expressly references this device. 

Decision 

The following device is eligible within the length-of-need, with details provided in the form 

which is attached as an integral part of this letter: 

• Sentryline-M, Level Terrain

Scope of this Letter 

To be found eligible for Federal-aid funding, new roadside safety devices should meet the crash 

test and evaluation criteria contained in the American Association of State Highway and 

Transportation Officials’(AASHTO) Manual for Assessing Safety Hardware (MASH). 

However, the FHWA, the Department of Transportation, and the United States Government do 

not regulate the manufacture of roadside safety devices. Eligibility for reimbursement under the 

Federal-aid highway program does not establish approval, certification or endorsement of the 

device for any particular purpose or use. 

This letter is not a determination by the FHWA, the Department of Transportation, or the United 

States Government that a vehicle 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 finding of eligibility is limited to the crashworthiness of the system and does not cover other 

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

0 

U.S. Department 

of Transportation 

Federal Highway 

Administration 
2 

Eligibility for Reimbursement 

Based solely on a review of crash test results and certifications submitted by the manufacturer, 

and the crash test laboratory, FHWA agrees that the device described herein meets the crash test 

and evaluation criteria of the AASHTO’s MASH. Therefore, the device is eligible for

reimbursement under the Federal-aid highway program if installed under the range of tested 

conditions. 

Name of system: Sentryline-M, Level Terrain 

Type of system: Longitudinal Barrier 

Test Level: Test Level 4 (TL4) 

Testing conducted by: Holmes Solutions LP 

Date of request: September 7, 2020 

FHWA concurs with the recommendation of the accredited crash testing laboratory on the 

attached form. 

Full Description of the Eligible Device 

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

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

form. 

Notice 

This eligibility letter is issued for the subject device as tested. Modifications made to the device 

are not covered by this letter. Any modifications to this device should be submitted to the user 

(i.e., state DOT) as per their requirements. 

You are expected to supply potential users with sufficient information 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 of AASHTO’s MASH.

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

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

correct. We reserve the right to modify or revoke this letter if: (1) there are any inaccuracies in 

the information submitted in support of your 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 

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

complete information about the crashworthiness of the system. 
3 

Standard Provisions 

• To prevent misunderstanding by others, this letter of eligibility designated as FHWA 

control number B-354 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 FHWA to use, 

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

• This FHWA eligibility letter is not an expression of any Agency view, position, or 

determination of validity, scope, or ownership of any intellectual property rights to a 

specific device or design. Further, this letter does not impute any distribution or licensing 

rights to the requester. This FHWA eligibility letter determination is made based solely 

on the crash-testing information submitted by the requester. The FHWA reserves the 

right to review and revoke an earlier eligibility determination after receipt of subsequent 

information related to crash testing. 

Sincerely, 

Michael S. Griffith 

Director, Office of Safety Technologies 

Office of Safety 

Enclosures 
Version 10.0 (05/16) 

Page 1 of 4 

Request for Federal Aid Reimbursement Eligibility 

of Highway Safety Hardware 

Submitter 

Date of Request: September 07, 2020 New Resubmission 

Name: Sandip Kerai 

Company: CSPPacific 

Address: 304 Neilson Street, Onehunga Auckland 1061 

Country: New Zealand 

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. 

Device & Testing Criterion - Enter from right to left starting with Test L 

System Type 

':Rigid/Semi-Rigid Barriers 

 

Submission Type 

PhysicalCrashTesting 

Engineering Analysis 

Device Name / Variant 

Sentryline-M 

Testing Criterion 

AASHTO MASH 

Test 

Level 

'B TL4 

! - ! - ! - -

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 AASHTO Manual for Assessing Safety 

Hardware and that the evaluation results meet the appropriate evaluation criteria in the MASH. 

Individual or Organization responsible for the product: 

Contact Name: Sandip Kerai Same asSubmitter 

Company Name: CSP Pacific Same asSubmitter 

Address: 304 Neilson Street, Onehunga Auckland 1061 Same asSubmitter 

Country: New Zealand Same asSubmitter 

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

Eligibility Process for Safety Hardware Devices' document. 

Holmes Solutions LP completed all of the documented testing activities under a commercial contract with 

CSPPacific. In accordancewith the requirementsof ISO17025,all testing activitiescompleted by Holmes 

Solutions LP were undertaken free from any undue commercial influence. For the completion of this testing 

service, Holmes Solutions LP received payment in the form of professional fees. The fees received for the 

testing activitieswere not linked to the technical performance of the product nor the outcome of the tests. 

Holmes SolutionsLPdoesnot have, nor ever had,any financial interest inCSP Pacific,and hasno ownership of 

any of the productsIP.Holmes SolutionsLPdoesnot receiveany research funding (or other formsof research 

support) fromCSP Pacific. 

I 

I 

I I I 

 
 

Version 10.0 (05/16) 

Page 2 of 4 

PRODUCT DESCRIPTION 

A brief description of each crash test and its result: 

Modification to Existing Hardware 

TheSentryline-M barriersystemconsistsof four individual 19.0mm (0.75”)cables supported on rectangular 

sectionsteel line posts at 3.0m (9.84ft.)centres.The height of eachcablewas900 mm (35.4”),

800 mm (31.5”), 700 mm (27.5”) and 590 mm (23.2”) respectively.

All postswere placedinto 400mm (15.75”) deep concrete ground socketsin AASHTOstandardsoil at 3.0m 

(9.84ft.)centres. Steel cast in ground socketswere used for compliance testing but will be manufactured from 

HDPEplasticfor future use, thesteel socketswereconsidered worst casedue to having only aminor 2.0mm 

radius relief at the top of the sockets causing pinching of the post, thereby creating higher opportunity for 

system failure.TheLength of Needconsisted of 55steel line postswith a total Length of Need of 165.0m (541 

ft.).The total length of the barriersystem including terminalends was185.0m (606ft.). 

Thepost has acentral slot at the top of the post approximately80.0mm (3.15”)long x 20 mm (0.8”)wide to 

accommodate the top cable.At theside of each post thereareslotsmeasuring 33.5mm (1.3”)Long x 

11.0mm (0.43”)wide to accommodate half tieswhich attach the lowersystemcablesto the post.Thereare 

two slotson oneside of the post,and oneslot on the opposing side. 

Thehalf ties are manufactured from 5052-H32aluminum,and measureapproximately76.0mm (3.0”)in length 

x 48.0 mm (1.89”) wide and 8.0 mm (0.31”) thick. The half ties are placed into the side slots of each post to 

attach the cables to the post assembly. There are three half ties per post, with the top cable located in the 

central slot of the post. 

Eachof the four 19.0mm (0.75”)cables are terminated with cablesfittings.Thecables at terminal endsare 

terminatedat acableTerminalFrameBasewhich isbolted to in-ground concrete foundation andassociated 

steel cages. Cableadjustment and tension is achieved using turnbuckleslocated within the length of need. 

Oneadjustment mechanism isprovided per cable.All testing carried out on level terrain. 

CRASH TESTING 

Bysignature below, theEngineeraffiliated with the testing laboratory,agreesin support of thissubmission that 

all of the critical and relevant crash tests for this device listed above were conducted to meet the MASHtest 

criteria. The Engineer has determined that no other crash tests are necessary to determine the device meets 

theMASHcriteria. 

Engineer Name: Emerson Ryder 

EngineerSignature: EmersonRyder Digitally signed byEmersonRyder Date: 2020.08.14 08:41:53 +12'00' 

Address: 7 Canterbury Street Hornby, Christchurch Same asSubmitter 

Country: New Zealand Same asSubmitter 

 I 

 NewHardware or 

Significant Modification 

 
Version 10.0 (05/16) 

Page 3 of 4 

Required Test 

Number 

Narrative 

Description 

Evaluation 

Results 

4-10 (1100C) 

Thelongitudinal barriersuccessfully 

contained and redirected a 1100C test 

vehicleimpacting the test articleat 25.2 

degreeswith avelocity of 99.9km/h. 

No debrisor detached elementspenetrated 

or showed potential to penetrate the 

occupant compartment.Nofragmentswere 

distributed outside of the vehicle trajectory 

and therefore did not present any undue 

hazard to other traffic, pedestrians or work 

zone personnel. 

Occupant risk factors satisfied the test 

criteria and the vehicle exit trajectory 

remained within acceptable limits. Dynamic 

Deflection was 1.80 m(5.9 ft.). Working 

Width was 2.0 m (6.5ft.) Test number was 

137460.4-10. Test date was 21 May 2019 

PASS 

4-11 (2270P) 

Thelongitudinal barriersuccessfully 

contained and redirected a 2270P test 

vehicleimpacting the test articleat 25.3 

degreeswith avelocity of 99.2km/h. 

No debrisor detached elementspenetrated 

or showed potential to penetrate the 

occupant compartment.Nofragmentswere 

distributed outside of the vehicle trajectory 

and therefore did not present any undue 

hazard to other traffic, pedestrians or work 

zone personnel. 

Occupant risk factors satisfied the test 

criteria and the vehicle exit trajectory 

remained within acceptable limits. Dynamic 

Deflection was 3.02 m(9.9 ft.). Working 

Width was also 3.02 m(9.9 ft.). Test number 

was 137460.4-11. Test date was 21 May 

2019 

PASS 

4-12 (10000S) 

Thelongitudinal barriersuccessfully 

contained and redirected a 10000S test 

vehicleimpacting the test articleat 14.6 

degreeswith avelocity of 88.5km/h. 

No debrisor detached elementspenetrated 

or showed potential to penetrate the 

occupant compartment.Nofragmentswere 

distributed outside of the vehicle trajectory 

and therefore did not present any undue 

hazard to other traffic, pedestrians or work 

zone personnel. 

Occupant risk factors satisfied the test 

criteria and the vehicle exit trajectory 

remained within acceptable limits. Dynamic 

Deflection was 2.15 m(7.0 ft.). Working 

Width was also 3.05m(10.0ft.) at a height of 

3.0 m (9.8 ft.) above ground level. Test 

number was137460.4-12.Test date was24 

May2019 

PASS 

4-20 (1100C) Non-Relevant Test, not conducted 
Version 10.0 (05/16) 

Page 4 of 4 

Required Test 

Number 

Narrative 

Description 

Evaluation 

Results 

4-21 (2270P) Non-Relevant Test, not conducted 

4-22 (10000S) Non-Relevant Test, not conducted 

Full Scale Crash Testing was done in compliance with MASH by the following accredited crash test 

laboratory (cite the laboratory’s accreditation status as noted in the crash test reports.):

Laboratory Name: HolmesSolutions LP 

Digitally signed by EmersonRyder LaboratorySignature: EmersonRyder Date: 2020.08.14 08:42:24 +12'00' 

Address: 7 Canterbury Street Hornby, Christchurch Same asSubmitter 

Country: New Zealand Same asSubmitter 

Accreditation Certificate 

Number and Dates of current 

Accreditation period : 

1022 NZS ISO/IEC 17025:2005 

Accreditation period valid until August 2021 

Sandip Kerai DigitallysignedbySandipKerai Submitter Signature*: (CSP) 

(CSP) Date: 2020.09.07 12:22:40 +12'00' 

 

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 

Number Date Key Words 
 
 
 
REVISION REV.DATE CHANGES MADE ITEM NO. PART NO.

1 2083131SLM

2 2110162SLM

3 2200036SLM

4 2083070SLM

5 2083072SLM

2083073SLM

2083086

25MPA CONCRETE

(SUPPLIED BY OTHERS)

5

3

2

6

4

7

1

DESCRIPTION QTY. WEIGHT EA. DWG NO.

SL WIRE ROPE LINEPOST 1370mm WHITE - 3 SLOTS 1 7 FX747-1

SL WIRE ROPE HALF TIE 8mm ALUMINIUM 3 0.04 FX747-2

SL WIRE ROPE 19mm DIA. AS REQUIRED

SL WIRE ROPE POST SOCKET 1 0.37 FX747-4

SL WIRE ROPE LINEPOST CAP 1 0.07 FX747-3

6 SL WIRE ROPE LINEPOST O-RING 5mm 1 0.01 FX747-5

7 SL WIRE ROPE REBAR RING SMOOTH 1 0.34 970 400 590 ±25 800 ±25900 ±25 700 ±25 100 

300 

750 

G.L

ISO EXPLODED VIEW

SCALE 1:10

NOTES: 306 Neilson Street SCALE A3 DESCRIPTION DRAWN DESTROY ALL

1:5 S KERAI PREVIOUS Onehunga, Auckland ISSUES

P O Box 12949, Penrose ASSEMBLY NO. DATE SF WIRE ROPE POST STD ASSY WHITE - 3 SLOTS 21/11/2019 Auckland, New Zealand 2083095SLM

Telephone: 09 634 1239 WEIGHT(Kg) DRW NO.

FX747 Facsimile: 09 634 4525 REVISION

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REVISION REV.DATE CHANGES MADE ITEM NO. PART NO. DESCRIPTION QTY. WEIGHT EA. DWG NO.

1 2083131SLM-A SL WIRE ROPE LINEPOST 1370mm WHITE - 4 SLOTS 1 7 FX747A-1

2 2110162SLM SL WIRE ROPE HALF TIE 8mm ALUMINIUM 4 0.04 FX747-2

3 2200036SLM SL WIRE ROPE 19mm DIA. AS REQUIRED

4 2083070SLM SL WIRE ROPE POST SOCKET 1 0.37 FX747-4

5 2083072SLM SL WIRE ROPE LINEPOST CAP 1 0.07 FX747-3

6 2083073SLM SL WIRE ROPE LINEPOST O-RING 5mm 1 0.01 FX747-5

7 2083086 SL WIRE ROPE REBAR RING SMOOTH 1 0.34

7

4

6

1

5

2

3

25MPA CONCRETE

(SUPPLIED BY OTHERS)

750 

300 

400 

100 

970

900 ±25 

700 ±25

590 ±25 

800 ±25 

G.L

ISO EXPLODED VIEW ELEVATION VIEW

SCALE 1:10 SCALE 1:6

NOTES: 306 Neilson Street SCALE A3 DESCRIPTION DRAWN DESTROY ALL

1:5 S KERAI PREVIOUS Onehunga, Auckland ISSUES

P O Box 12949, Penrose ASSEMBLY NO. DATE SF WIRE ROPE POST STD ASSY WHITE - 4 SLOTS 21/11/2019 Auckland, New Zealand 2083095SLM-A

Telephone: 09 634 1239 WEIGHT(Kg) DRW NO. FX747A

Facsimile: 09 634 4525 REVISION

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CONCRETE PAD FOUNDATION

2.3mx1.5mx1m DEEP.REFER TO

FX748-2 FOR FOUNDATION DETAILS

677 190 

585 

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750 

686 

ISO VIEW SECTION W-W SECTION X-X SECTION Y-Y SECTION Z-Z

FOUNDATION NOT SHOWN POSTS TLP1-TLP4 TYP DETAIL POST TLP5 DETAIL POST TLP6 DETAIL TYPICAL LP DETAIL

SCALE A3 1:20 (TLP3 SHOWN) SCALE 1 : 25 SCALE 1 : 25 SCALE 1 : 25 SCALE 1 : 25

TLP2

712

TLP3

705 ±25

530 ±25

460 ±25

620 ±25

767

883 

2300 

DETAIL B

SCALE 1 : 10

W

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TLP4

820

X

TLP5

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970 

900 ±25

700 ±25

590 ±25

800 ±25

970

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800 ±25 

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970

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970

Z

LP

590700800 970 900970 

300 Z

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CL 1000 CL 1000 CL 1500 CL 3000 CL 3000 CL 3000 CL 3000 CL 3000 CL 3000 CL 3000 CL 3000 

NOTES: REVISION REV.DATE CHANGES MADE 304 Neilson Street DESTROY ALL SCALE A3 DESCRIPTION DRAWN PREVIOUS S KERAI Onehunga, Auckland 1:75 ISSUES

P O Box 12949, Penrose ASSEMBLY NO. SL WIRE ROPE TERMINAL END UNIT DRW NO.

Auckland, New Zealand 2083091SLM WHITE - CONCRETE BLOCK OPTION FX748 0

GENERAL ARRANGEMENT Telephone: 09 634 1239 WEIGHT(Kg) DATE 21/11/2019 REVISION Facsimile: 09 634 4525

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ITEM NO. PART NO. DESCRIPTION QTY. WEIGHT EA. DWG NO.

1 2083133SLM SL WIRE ROPE STE TRIGGER POST 570mm WHITE 1 3.46 FX750-4

2 2083076SLM SL WIRE ROPE STE STRUT 107x50x2.5t 940mm WHITE 1 3.95 FX750-5

3 2083077SLM SL WIRE ROPE STE DEFLECTION POST 660mm WHITE 1 2.68 FX750-3

4 2083032SLM SL WIRE ROPE STE GROUND BASE FRAME 2300mm GALV 1 36.77 FX750, FX750-1

5 2083071SLM SL WIRE ROPE STE HOLD DOWN ASSEMBLY 4M20x1000L 130CRS 3 13.25 FX751

6 2110230H BNW FULLY THREADED ROD M20x2000L GALV 6 5

7 2081130A BNW ENG BOLT & 1/2NUT M16x110 GALV 8.8 6 0.21

8 2081131 BNW ENG BOLT & 1/2NUT M16x120 GALV 8.8 2 0.23

9 2110162 BNW ENG NUT M24 GALV 4.6 4 0.1

10 2110839 BNW WASHER ROUND M24x50x3 GALV 4 0.03

11 2083075 SL WIRE ROPE SELF SWAGE FITTING M24 4 1.54

12 2200036 SL WIRE ROPE 19mm DIA AS REQUIRED

13 2083070SLM SL WIRE ROPE POST SOCKET 8 0.37 FX747-4

14 2083078SLM SL WIRE ROPE STE TRANSITION POST 1 1086mm WHITE 1 6 FX749-1

15 2110162SLM SL WIRE ROPE HALF TIE 8mm ALUMINIUM 28 0.04 FX747-2

16 2083073SLM SL WIRE ROPE LINEPOST O-RING 5mm 8 0.01 FX747-5

17 2083086 SL WIRE ROPE REBAR RING SMOOTH 8 0.34

18 2083079SLM SL WIRE ROPE STE TRANSITION POST 2 1112mm WHITE 1 6 FX749-2

19 2083080SLM SL WIRE ROPE STE TRANSITION POST 3 1167mm WHITE 1 6 FX749-3

20 2080223SLM SL WIRE ROPE STE TRANSITION POST 4 1220mm WHITE 1 6 FX749-4

21 2083130SLM SL WIRE ROPE STE TRANSITION POST 5 1283mm WHITE 1 7 FX749-5

22 2083131SLM-A SL WIRE ROPE LINEPOST 1370mm WHITE - 4 SLOTS 3 7 FX747A-1

23 2083072SLM SL WIRE ROPE LINEPOST CAP 3 0.07 FX747-3

1 2

10 11

9 3

DETAIL B

SCALE 1 : 15

3 14 18 19

1

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5

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2

7

9

4

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6

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17

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7

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DETAIL A

SCALE 1 : 8

DETAIL C

SCALE 1 : 10

20 21

23 22 22 LP

C

TLP4 TLP5 TLP6 TLP6 TLP6

CONCRETE PAD. TRANSITION LINE POSTS #1-#5 TRANSITION LINE POSTS #6 TYPICAL LINE POST WITH

REFER TO FX748-2 END TERMINAL POSTS #1-#4 WITH INVERTED TIES, POST#5 WITH NO TIES POSTS WITH 4xUPRIGHT TIES 3xUPRIGHT TIES.REFER TO

FOR DETAILS REFER TO FX749 FOR DETAILS REFER TO FX747-A FOR DETAILS FX747 FOR DETAILS

NOTES: REVISION REV.DATE CHANGES MADE 304 Neilson Street DESTROY ALL SCALE A3 DESCRIPTION DRAWN PREVIOUS 1:35 S KERAI Onehunga, Auckland ISSUES

P O Box 12949, Penrose ASSEMBLY NO. SL WIRE ROPE TERMINAL END UNIT DRW NO.

2083091SLM WHITE - CONCRETE BLOCK OPTION FX748-1 Auckland, New Zealand BILL OF MATERIALS Telephone: 09 634 1239 WEIGHT(Kg) DATE 21/11/2019 REVISION Facsimile: 09 634 4525

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ITEM NO. PART NO. DESCRIPTION QTY. WEIGHT EA. DWG NO.

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6 2110230H BNW FULLY THREADED ROD M20x2000L GALV 6 5

2300 

85 130 CL 870 130 CL 870 130 85 

25MPA CONCRETE

5

5

5

CL 225 

CL 200

58 

100 6

6

1000

1000

NOTES: REVISION REV.DATE CHANGES MADE 304 Neilson Street SCALE A3 DRAWN DESTROY ALL DESCRIPTION PREVIOUS 1.2m REINFORCING THREADED RODS TO BE TIED TO 1m HOLD DOWN ASSEMBLY WITH STEEL WIRE ON SITE. Onehunga, Auckland 1:15 S KERAI ISSUES

2. 2x2m THREADED RODS USED FOR SUSPENDING BASE FRAME ABOVE FOUNDATION HOLE NOT SHOWN FOR P O Box 12949, Penrose ASSEMBLY NO. SL WIRE ROPE TERMINAL END UNIT DRW NO. CLARITY. FX748-2 Auckland, New Zealand CONCRETE BLOCK FOUNDATION DETAILS

Telephone: 09 634 1239 WEIGHT(Kg) DATE 21/11/2019 REVISION Facsimile: 09 634 4525

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REVISION REV.DATE CHANGES MADE

A

A

 544 ±25

423 ±25

G.L

300 

VIEW A-A

SCALE 1 : 5

400 470 ±25 

750 624 ±25

686 

NOTES: 306 Neilson Street

Onehunga, Auckland

P O Box 12949, Penrose

Auckland, New Zealand

Telephone: 09 634 1239

Facsimile: 09 634 4525

SCALE A3

1:5 DESCRIPTION

SL WIRE ROPE TERMINAL END 

TYPICAL TRANSITION POST DETAIL

(TRANSITION POST 1 SHOWN)

DRAWN

S KERAI

DESTROY ALL

PREVIOUS

ISSUES

0

REVISION

ASSEMBLY NO. DATE 19/11/2019

WEIGHT(Kg) DRW NO. FX749

7 

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~ 

PACIFIC 
ITEM NO. PART NO. DESCRIPTION QTY. WEIGHT EA. DWG NO.

5 2083071SLM SL WIRE ROPE STE HOLD DOWN ASSEMBLY 4M20x2000 130 C.R.S 3 24.15 FX751-2 2300 

24 2083071CSLM SL WIRE ROPE REINFORCING CAGE 2325L 1 36.56 FX756-1

85 130 CL 870 130 CL 870 130 85 

CL 1000 CL 1000 

SPIRAL HR12@

150 PITCH

 75 COVER 

500 500 

58 

2000 

2500 

6x HD16

5

24

5

25MPA CONCRETE

500 

100 COVER 

100 COVER 

NOTES: REVISION REV.DATE CHANGES MADE 304 Neilson Street, Onehunga SCALE A3 DRAWN DESTROY ALL DESCRIPTION PREVIOUS 1:15 S KERAI 1 28-01-20 ADDED REINFORCING DETAILS FOR LEADING CONCRETE PILE Auckland, New Zealand ISSUES

Telephone: 09 634 1239 ASSEMBLY NO. DRW NO. SL WIRE ROPE TERMINAL END UNIT 2083098SLM FX756 www.csppacific.co.nz WHITE - PILE FOUNDATION

UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN WEIGHT(Kg) DATE

MILLIMETRES.TOLERANCES 5/02/2020 REVISION 1mm AND 0.5 .

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