Algeria JV Gas Project | |||||||||||
PERIMETER PROTECTION FENCING – VEHICLE IMPACT TEST REPORT | |||||||||||
Purchase review and comments shall not be assumed to indicate either responsibility or liability for the accuracy and completeness of this document or to alter any contractual terms and conditions. | |||||||||||
Review Code and Status | Signature | Date | |||||||||
â–¡ | Code 1 | No Comments. Work May Proceed. | |||||||||
â–¡ | Code 2 | Comments as Noted. Incorporate Comments, Up-Rev. & Resubmit. Work May Proceed. | 28-5-20 | ||||||||
â–¡ | Code 3 | REJECTED. Incorporate Comments, Up-Rev. & Resubmit. Work May NOT Proceed. | |||||||||
â–¡ | Code 4 | For Information Only. | |||||||||
â–¡ | Code 5 | Document Required Cancelled. | |||||||||
02 | Test report amended | 02 July 2020 | Ms Paddy | ||||||||
01 | submit for review | 05-May-2020 | Ms Paddy | ||||||||
Rev. | Reason for Issue | Date | Prepared By | Checked By | Approved By | ||||||
Supplier Name: | JOESCO HEBEI METAL PRODUCTSINC | PO. No. | SO84-1866U-01 | ||||||||
Package Description: | PERIMETER PROTECTION FENCING | ||||||||||
Call Off Number: | SO84GD | MoC No. | 1866U | ||||||||
Supplier Document Number: | JS12 | Rev. | 02 | ||||||||
Project Document Number: | S0841866U01-K99-0001 | ||||||||||
Also includes SDRL code(s): | K99-0001 |
Disclaimer: This document has been prepared and developed by Kellogg Brown & Â Root Limited (KBR) under contract with Sonatrach-S.P.A, BP Exploratioi (El Djazair) Limited, BP Amoco Exploration (In Salah Gas & In Amenas) Limited, Equinor In Amenas AS, Equinor In Salah AS. The contract sets forth the parties’ rights, obligations, and liabilities concerning the content and use of the document. THIS DOCUMENT CONTAINS THE CONFIDENTIAL INFORMATION OF OPERATOR. Therefore it must not be otherwise copied, loaned, or transferred nor must the information it contains be disclosed to any third party except as by the contract. Except as set out in the contract, KBR makes no warranty or representation, express or implied, concerning the accuracy, completeness, timeliness, sufficiency, or fitness of purpose of the information contained in this document and assumes no liability concerning any party’s use of or damages resulting from such reliance or use.
VEHICLE IMPACT TEST REPORT
REVISION HISTORY
Date | Revision | Detailed Description of Change | Ref. Section |
05 May 2020 | 01 | Submit for review | |
02 July 2020 | 02 | Statement tables added in section results & section evaluation as per KBR request | 5.8 & 6 |
HOLD RECORD
Hold Ref. | Description / Reason for Hold | Ref. Section |
Hold 1 | ||
Hold2 | ||
Hold 3 | ||
Hold 4 |
Hold4
TEST REPORT FOR CRASH BARRIER
Commodity Name: JOESCO QSVI Perimeter Protection Fencing Client: JOESCO Hebei Metal Products Inc.
Test Type: Commission Test
Reference Standard: F2656/F2656M-15
Test Date: 18 April, 2020
Report Number:202001015
Approval Date:28 April, 2020
Official test report language: English
Â
Contents
- IDENTIFICATION 3
- BARRIERS DESCRIPTION 4
- Barriers Model: QSVI 4
- Barriers Drawing 4
- Installation and detailed description of test item 5
- Photographs of the Barriers 5
- TEST VEHICLE 7
- TEST PROCEDURE 10
- RESULTS 12
- EVALUATION 17
- POST-TEST VEHICLE DESCRIPTION 18
- POST-TEST BARRIER DESCRIPTION 19
- GENERAL STATEMENT 21
- APPROVAL OF REPORT 21
APPENDIX THE MAIN PARTS OF THE DRAWING 22
- Identification
- Test laboratory
Name: Beijing Shenhuada Traffic Engineering Test Co., Ltd.
Address: BaiYangChengVillage, LiuCunTown, Changping District, Beijing, China,
Telephone number: (8610) 69780662
Facsimile number: (8610) 69780662
Test site location: Testing Laboratory of ShenhuadaTraffic Engineering Test Co., Ltd. in Changping
District, Beijing.
Registration No.CNAS L0957(Date of Expiry:21 March, 2024)
Additional information: None
- Client
Name: JOESCO Hebei Metal Proudcts Inc.
Address: Plant 5 No. 612 Zhangshe Village Beixiang, Anping County, Hengshui, China
Telephone number:+8613903287878
Facsimile Number: +86031187733508
Internet website: www.militarybarrier.com
Additional information: None
- Test item
Name of test item: Perimeter Protection fencing Vehicle Impact Test
Test type: Commission
Test reference standard: F2656/F2656M-15
Condition designation: C740
Test reference number: HBSIII-2020-01
Date of installation: 16 April, 2020
Date of test: 18 April, 2020
- Barriers Description
- Barriers Model: QSVI
- Barriers Drawing
Drawing enclosures are shown in Figure 1.
- Installation and detailed description of test item
Conformity between test item drawings and item tested: Yes (P) No ()
Conformity between installation manual and item installed: Yes (.) No ()
The Length of JOESCO Perimeter Protection Fencing installed for the Impact test was 42.40m. It consisted of 20 sections, each with a length of 2.12m. The Perimeter Protection Fence was positioned on the test site to ensure the middle point was aligned with the middle point of the vehicle impact test. The perimeter protection fencing is an anti-climb galvanized mesh fence supported by metal columns and reinforced with a modular unit.
Length of barrier installed in meters: 42.40m
The height of the Perimeter Protection Fencing (from the top line of the Perimeter Protection Fencing section to ground level) is 3.00m.
The width of Perimeter Protection Fencing is 1.06m.
Impact point: The middle point of Perimeter Protection Fencing.
The Perimeter Protection Fencing No anchorage and fixation
Photographs of the Barriers
Figure 2 Overall of Perimeter Protection Fencing
Test Vehicle
Model: WUZHENG
Model year: Unknown
Vehicle identification number (VIN): Unknown
Engine displacement: Unknown
Transmission type: Manual
Tire pressure: 0.8MPa
Mass of the vehicle in kilograms: 4216 kg
Ballast mass in kilograms:3074 kg (as shown in figure 5)
(The Ballast was prefabricated from concrete and tightly welded in the compartment of the Vehicle)
Total test mass in kilograms:7290 kg
Dimensions, characteristics, and position of the center of gravity of test vehicle:
 Table 1 Vehicle details
Photographs of Test Vehicle
 Figure 5 The Ballast
Figure 6 Rear view of the test vehicle
Figure 7 Side view of the test vehicle
Â
Test procedure
Impact Condition
Condition Designation: C740
test velocity in kilometers per hour: 65km/h
Target impact angle in degrees: 90.0°
Test Inertial Vehicle in kilograms: 7200kg
Test area
Figure 8 Overview of the test site
Test Sequence
- Construction of test site and Crash Perimeter Protection Fencing
- Installing instrumentations and setting cameras
- Tow the vehicle to the designated position
- Start full-scale impact test and collect data
- Analysing Data and Producing Report
Instrumentation
List of test instruments
No. | Name | quantity | Specification | Date of Expiry |
1 | Photoelectric velocimeter | 1 | E3Z-T61A | 2020.12.03 |
2 | Tape measure | 1 | 10m | 2020.12.22 |
3 | Tape measure | 1 | HTN-50 | 2020.12.30 |
4 | Acceleration collector | 1 | 7264C-2K+SPC-01 | 2020.07.28 |
5 | Accelerometer | 4 | 64C-2000-360-011 | 2020.07.28 |
6 | High- speed digital video camera | 2 | UX-50/Photron SA3-60K | / |
7 | video camera | 6 | SONY HDR-CX680 | / |
8 | Digital camera | 1 | Nikon-D750 | / |
Table 2 List of test instruments
Accelerometers
Accelerometers have been mounted to collect accelerations of the vehicle during impact
tests. The illustrations are detailed in Table 2 and Figure 9.
No. | Installation position | direction | Accelerometer No. | Date of Expiry |
Measuring point 1 | On the longitudinal beam below the center of mass | longitudinal | A301783 | 2020.07.28 |
lateral | A301785 | 2020.07.28 | ||
Measuring point 2 | On the rear floor of the longitudinal axis of the Cargo compartment | longitudinal | A301786 | 2020.07.28 |
lateral | A301787 | 2020.07.28 |
Table 3 Accelerometer layout
- Center of Mass
- Accelerometer
Â
Figure 9 Accelerometer layout
- Results
5.1 Environment condition
Date and Time: 5:42 PM, April 18, 2020
Weather conditions at test: sunny
Temperature:14°C
Humidity: 42%RH
Wind speed: O.lm/s
- Test Item
Condition Designation | C740 | |||
No. | Item | test result | ||
1 | Test Inertial Vehicle | 7290 kg | ||
2 | test velocity | 65.7 km/h | ||
3 | impact angle | 89.7° | ||
4 | Barrier damage | damaged by 10.1m(left 4.0m/right6.1m) | ||
5 | Vehicle damage | disabled | ||
6 | Final resting point | 6.0m | ||
7 | Dynamic Penetration distance | 4.0m | ||
8 | Measuring point 1 | occupant impact velocity | lateral | 1.1 m/s |
longitudinal | 9.0 m/s | |||
Ride down Acceleration | lateral | 4.5g | ||
longitudinal | 13.1g | |||
Measuring point 2 | occupant impact velocity | lateral | 1.3m/s | |
longitudinal | 8.4 m/s | |||
Ride down Acceleration | lateral | 4.6g | ||
longitudinal | 13.1g |
5.3 Dynamic Penetration Distance
5.4 Final resting point
5.5 The scene after Impact
Â
5.6 Acceleration
5.6.1 Measuring Point 1
5.6.2 Measuring Point 2
5.7 Impact procedure
5.7.1 Perpendicular High-speed Digital Video Camera View
5.7.2 Overhead High-speed Digital Video Camera View
5.8: Statement of result JOESCO QSVI Impact Test
Vehicle retained | YES |
Vehicle immobilized | YES |
QSVI remains functions after impact | YES |
Penetrating rating | P2 ( 4m) |
ASTM F2656/F2656M-15 C740 P2 | PASSED |
Evaluation
NO. | Performance | |
1 | Barrier damage | damaged by 10.1 m(left 4.0m/right6.1 m) |
2 | Vehicle damage | disabled |
3 | Final resting point | 6.0m |
4 | Dynamic Penetration distance | 4.0m |
CONCLUSION | ASTM F2656/F2656M-15 C740 P2 | PASSED |
Post-test Vehicle Description
After impact, The front bumper, headlight, windshield, and front axle of the impact vehicle were damaged, the vehicle’s cab was severely squeezed and deformed, and the vehicle was disabled.
Figures 11 to 13 below show the damages on the test vehicle after impact.
Figure 11 Front view of the damaged test vehicle
Figure 12 Reverse right view of the damaged test vehicle
Figure 13 Serious damage to test vehicle
Post-test Barrier Description
After impact, the left Perimeter Protection Fencing of the vehicle driving center line is damaged by 4m, and the Perimeter Protection Fencing barriers are damaged by 6.1m。
The test vehicle remained in the Perimeter Protection Fencing after impact and access for a secondary vehicle to drive through was blocked.
Figures 14 to 16 show the damages on Perimeter Protection Fencing which are resulting from the Impact.
Figure 14 Front view of Perimeter Protection Fencing after impact
 Â
Figure 15 Deformation of test Perimeter Protection Fencing
Â
Figure l6 Scratch marks of Perimeter Protection Fencing
- General Statement.
- The test results in this report relate only to the VRS tested.
- This report is invalid without a special directional seal and connective seal.
- This report is invalid without a signature from the Technical Manager.
- This report shall be free from any alteration, and shall not be reproduced other than in full, except with the prior written approval of the issuing laboratory.
- The test results in this report relate only to the items tested.
- Please raise any objection within thirty days of the submission of the report.
Â
Appendix The main parts of the drawing