TEST REPORT FOR: RSA Protective Technologies

TEST REPORT FOR:

RSA Protective Technologies

K12 Surface Mounted Bollard System

TESTED TO:

ASTM F 2656-07

Standard Test Method for Vehicle Crash Testing of Perimeter Barriers

Test M50

PREPARED FOR:

Battelle Memorial Institute

1550 Crystal Drive, Ste 600

Arlington, VA 22202

TEST REPORT NUMBER:

TR-P31094-01-NC

REPORT DATE:

February 13, 2012

TEST DATE:

January 18, 2012

KARCO Engineering, LLC. Automotive Research Center 9270 Holly Road Adelanto, CA 92301 Tel: (760) 246-1672 Fax: (760) 246-8112

i TR-P31094-01-NC

KARCO Engineering compiled this publication for information gathering only. The

findings and conclusions expressed in this publication are those of the authors and not

necessarily those of any other organization. KARCO Engineering provides test services only

and is not involved in consulting, product design or the manufacturing of any automotive

products. KARCO does not warrant, supervise or monitor compliance of products or services

except as specifically agreed to in writing. By their very nature, testing, analysis and other

KARCO services are limited in scope and subject to expected measurement variability. No

activity by KARCO Engineering can release a manufacturer from product or any other liability.

The results, findings and conclusions expressed in this publication relate only to the items

tested for the specific situation simulated in the test.

Tested By:

Mr. Kelsey A. Chiu Engineering Department Supervisor Report By:

Mr. Kelsey A. Chiu Engineering Department Supervisor Reviewed By:

Mr. Matthew S. Hubbard Quality Assurance Manager Approved By:

Mr. Michael L. Dunlap Director of Operations Approval Date: February 13, 2012

ii TR-P31094-01-NC

REVISION CONTROL LOG

TR-P31094-01

Revision Date Description

-NC 02/13/12 Original Test Report

iii TR-P31094-01-NC

TABLE OF CONTENTS

Section Page

1 Introduction 1

2 Test Article Details 6

3 Test Results 7

4 Data Sheets 8

Table Page

1 Test Vehicle Properties 2

2 Penetration Ratings 4

Data Sheet Page

1 Test Vehicle Information 9

2 Test Vehicle Geometry 10

3 Impact Conditions 11

4 Evaluation of Test Results 12

5 Observations 13

6 Sensor Data 14

Appendix Page

A Photographs A

B Data Plots B

C Data Acquisition Information C

D Drawings and Illustrations D

Final Page of Report D-6

1 TR-P31094-01-NC

SECTION 1

INTRODUCTION

1.1 – OBJECTIVES

The primary objective of this impact test was to determine a penetration rating for the RSA

Protective Technologies K12 Surface Mounted Bollard System (test article) per the ASTM F

2656-07 ‘Standard Test Method for Vehicle Crash Testing of Perimeter Barriers’ to the M50

level. The intent of this test was to evaluate the ability of the barrier to arrest a 6,800 kg (15,000

lb) vehicle from penetrating or vaulting a secured area and the extent, if any, of barrier

deformation.

This report presents the results of the performance and evaluation of one (1) full-scale

impact test conducted on one (1) RSA K12 Surface Mounted Bollard System to the M50 (80

km/h, 50 mph) level. Testing and reporting of test results are described in the test procedure

and are not repeated in this report.

1.2 – TEST FACILITY

This test was conducted at KARCO Engineering’s test facility in Adelanto, California.

The tow road is a continuous level surface constructed of reinforced concrete and measures

850 feet in length, is 14 feet wide, and 6 in. thick. A steel rail is embedded in the road to provide

vehicle guidance. Vehicle tow propulsion is provided by a 1 ton truck using a 1-to-2 pulley

system coupled to a fixed prime mover (an internal combustion engine, Chevrolet V-8, 454

cubic inch displacement, with TH-400 automatic transmission) and continuous cable drive

system. The test vehicle is towed to within 25 feet of the barrier by a nylon rope clamped to a

3/8-inch steel cable. The clamp is released from the cable on contact with a cable release

mechanism positioned to allow the test vehicle to proceed under its own momentum for a

maximum of 25 feet before impacting the barrier.

1.3 – TEST PROCEDURE

The RSA K12 Surface Mounted Bollard System was tested per ASTM F 2656-07

‘Standard Test Method for Vehicle Crash Testing of Perimeter Barriers’. This ASTM standard

contains specific requirements for test article installation, vehicle properties, impact conditions,

test instrumentation, and evaluation criterion.

1.3.1 – Test Article Installation

The materials, assembly instructions, and physical configuration of the test article are

specified in the manufacturer’s literature and are not repeated in this test report. Installation of

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the test article was conducted by Desert Construction Services and KARCO Engineering, LLC.

The test article, as installed at the test facility, is illustrated in Appendices A and D.

1.3.2 – Test Vehicle Properties

ASTM F 2656-07 specifies four (4) different vehicle levels for possible penetration

ratings: C (Small Passenger Car), P (Pickup Truck), M (Medium Duty Truck) and H (Heavy

Goods Vehicle). All test vehicles must be structurally sound with no major damage or

modifications and must have original equipment bumpers. Tire sizes shall be those

recommended by the vehicle manufacturer unless otherwise specified by a specific agency.

Test Vehicle properties for each vehicle is presented in Table 1.

Table 1 – Test Vehicle Properties

Small Passenger Car

Pickup TruckMedium Duty

TruckHeavy Goods

VehicleC P M H

Gross Vehicle Test Mass (kg)

1,100 ± 20 2,300 ± 50 6,800 ± 140 29,500 ± 590

YearWithin 10 Model

YearsWithin 10 Model

YearsWheelbase (m) 5.28 ± 0.51 Bed Length (m) 5.49 ± 0.61

Other Sedan or Coupe3/4 Ton, Single

CabFlatbed

Tandem Axle Dump Truck or

Drop Axle Truck

Vehicle Type

This test of the RSA K12 Surface Mounted Bollard System was conducted with the M

test vehicle. To meet the recommended properties a commercially available production model

test vehicle was selected. This test vehicle was a 1988 GMC Topkick 7000 medium duty truck

with conventional cab, front mounted diesel engine, rear wheel drive, and an automatic

transmission. The bumpers were standard equipment and were not modified.

1.3.2.1 Test Mass: The Gross Vehicle Test Mass of the M test vehicle as specified in the

ASTM standard is 6,800 kg ± 140 kg. The actual Gross Vehicle Test Mass with instrumentation

and ballast was 6681.0 kg.

1.3.3 – Impact Conditions

ASTM F 2656-07 has specific requirements for impact conditions for a qualifying test

which include vehicle impact velocity, approach angle and impact location.

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1.3.3.1 – Velocity: Vehicle velocity at impact with the test article shall be dependent upon the

test vehicle mass. For this test, designated M50, the target kinetic energy was 1,680 kJ. The

calculated target velocity was 80.7 km/h (50.2 mph). Actual velocity at impact was 76.8 km/h

(47.7 mph).

1.3.3.2 – Approach Angle and Impact Point: The test vehicle was oriented so it approached the

test article at a critical impact angle of ninety degrees (90° ± 3°) relative to the barrier, with the

centerline of the vehicle impacting the test article at the impact point designated by the client.

The actual impact point must be within ± 300 mm (1 ft.) of the target.

The impact point was selected to align the vehicle centerline with the center of one (1)

individual bollard. The vehicle’s centerline intersected the center of the number 6 bollard. The

aligned bollard was immediately to the left of the installation centerline. The actual point of

impact was perpendicular within 0.5° and within 51 mm (2.0 in.) of the target.

1.3.4 – Test Instrumentation and Data Acquisition Procedures

All data acquisition for this test of the RSA K12 Surface Mounted Bollard System was

performed in accordance with the ASTM F 2656-07 Standard Test Method requirements.

1.3.4.1 – Test Vehicle Instrumentation: The test vehicle was instrumented with two (2) tri-axial

accelerometers. One (1) was located along the driver’s side frame rail at the longitudinal center

of mass and the other at the rear of the same frame rail. The accelerometers measured

longitudinal (x), lateral (y), and vertical (z) acceleration. Data was recorded using the on-board

TDAS. Data was linked to a personal computer and processed using the TDAS Control

software. All equipment used in this test meets the requirements of SAE J211.

1.3.4.2 – Calibration: All instrumentation used in this test has been calibrated through

standards traceable to NIST and is maintained in a calibrated condition.

1.3.4.3 – TDAS Software: The software utilized in this system is written in National Instruments

Lab Windows/CVI (C, Visual Interface) programming language, which is a Windows based

software package with emphasis on ease of use and good engineering test practices.

1.3.4.4 – SAE Compatibility: The software contains standard point and click processing options

for selecting Society of Automotive Engineers (SAE) class post filters and calculating the

required integrals, resultants, Head Injury Criteria (HIC), clips, and other data processing

parameters that may be required.

1.3.4.5 – Photographic Documentation: Photographic documentation of this test included a

minimum of two (2) real-time video cameras at 30 frames per second (fps), and four (4) high-

speed color digital video cameras at 1,000 fps. All high-speed cameras were activated by a

pressure-sensitive tape switch which was positioned on the test article to indicate the instant of

4 TR-P31094-01-NC

contact (time zero). A digital still camera was used for documenting the pre- and post-test

condition of the test article and the test vehicle.

1.3.4.6 – Measurement Uncertainty: Measurement uncertainties have been determined for

pertinent values affecting the results of this test. KARCO maintains these uncertainty budgets,

which are available upon request, but are not included in this report. In certain cases the nature

of the test method may preclude rigorous and statistically valid calculation of uncertainty of

measurement. In these cases KARCO attempts to identify the components of uncertainty and

make a reasonable estimation. Reasonable estimation is based on knowledge of the

performance of the method and on the measurement scope and makes use of, for example,

previous experience and validation data.

1.4 – EVALUATION CRITERION

This full scale impact test was performed to evaluate the RSA K12 Surface Mounted

Bollard System per the specifications of ASTM F 2656-07. Test articles are evaluated for and

given a penetration rating.

Table 2 – Penetration Ratings

Measured Penetration RatingLess than 1 m P11.01 m - 7.0 m P27.01 - 30.0 m P3Greater than 30 m P4

1.4.1 – Penetration Rating

A penetration rating per ASTM F 2656-07 is given to each test article. The

measurements used to formulate this rating are taken from penetration reference points on the

test vehicle and the test article.

The test vehicle reference points are defined in ASTM F 2656-07 as follows: for small

passenger cars the reference point is the center of the base of the A-Pillar; for the remaining

three test vehicles (Pickup Truck, Medium Duty Truck, and Heavy Goods Vehicle) the reference

point is the lower leading edge of the cargo bed.

The penetration reference point on the test article varies depending on the type of test

article. Several examples are outlined in Annex A1 of ASTM F 2656-07. For this evaluation of

the RSA K12 Surface Mounted Bollard System the test article penetration reference point is the

vertical plane created by the back (non-impacted) side of the bollards.

5 TR-P31094-01-NC

Penetration measurements are taken in both static and dynamic modes. The static

penetration measurement is based on the vehicle’s final resting position and the dynamic

penetration is measured from high speed video. The highest value of both static and dynamic

penetration for both the left and right sides of the test vehicle is used to assess the penetration

rating. Penetration limits are presented in Table 2.

For a test article to be given a penetration rating per ASTM F 2656-07, the test article

must disable the test vehicle to prevent the vehicle from propelling itself forward. If a test article

does not sufficiently disable the vehicle it will be considered unrated.

6 TR-P31094-01-NC

SECTION 2

TEST ARTICLE DETAILS

2.1 – TEST ARTICLE

The RSA Protective Technologies K12 Surface Mounted Bollard System is a twelve (12)

fixed, portable bollard array. The array consists of five (5) types of components: base blocks,

bollards, connection plates, type I end blocks and type II end blocks. The as-tested installation

consists of four (4) bases, twelve (12) bollards, three (3) connection plates, two (2) type I end

blocks and two (2) type II end blocks. The base blocks and type I and II end blocks are filled

with sand to ballast the unit. The sand is specified to be a minimum of 1602 kg/m3 (100 lbs/ft3).

The complete installation measures 17.9 m (58.7 ft.) wide from end to end.

Each base block is constructed of steel and measures 4.5 m (14.7 ft.) wide and 1.2 m

(4.0 ft.) long. The main steel body is 0.3 m (1.0 ft.) tall. The base block has provisions to mount

three (3) individual bollards, as well as two (2) additional mounts for the connection plate. The

base block has three (3) concrete filled portions, aligned with each of the bollards, and four (4)

hollow sections used for ballasting.

The bollards are constructed of steel tubes and stiffeners. The main steel tube measures

0.3 m (0.9 ft.) diameter, 25 mm (1.0 in.) wall thickness, and is 1.1 m (3.6 ft.) tall. The stiffener

plate is 1.2 m (45.9 in.) long and 25 mm (1.0 in.) thick. Each bollard has two tubes welded

laterally internally which allow pins to be placed through the bollard. Each bollard is secured to

the base block with a 38 mm (1.5 in.) steel pin. The bollards are concrete filled.

The connection plates are used to connect individual base blocks in the array. They are

constructed of a steel plate measuring 2.1 m (6.9 ft.) wide by 1.2 m (3.9 ft.) long by 50 mm (2.0

in.) thick. They have four 0.3 m (1.1 ft.) diameter holes which connect to adjacent base blocks.

One type I end block is placed behind the installation at each end of the array. The block

sits on the road surface directly behind the base end base block. Each type I block measures

1.2 m (4.0 ft.) long, 2.4 m (8.0 ft.) wide, and 1.4 m (4.7 ft.) tall. The block is filled with sand to

ballast the installation.

The type II end block is used to ballast each end of the array. The type II end block

mounts over the last bollard and sits on top of the base block. Each block measures 1.2 m (4.0

ft.) long, 1.2 m (4.0) ft wide, and 1.1 m (3.7 ft.) tall. The block is filled with sand to ballast the

installation.

The as-tested test article varied from the manufacturer drawings in the following ways:

A second set of fill holes was added to the top of each base block. The holes were the

same diameter as the rear fill holes and located along the lateral centerline of the block,

aligned to the rear fill holes.

7 TR-P31094-01-NC

SECTION 3

TEST RESULTS

3.1 TEST RESULTS

As recommended in ASTM F 2656-07 ‘Standard Test Method for Vehicle Crash Testing

of Perimeter Barriers’ the following full-scale impact test was conducted to evaluate the impact

performance of the RSA K12 Surface Mounted Bollard System to the M50 test level.

Test M50 was conducted on the RSA K12 Surface Mounted Bollard System on January

18, 2012. The test article was positioned at an angle of ninety degrees (90°) to the direction of

travel of the test vehicle, with the vehicle’s centerline intersecting the center of the number 6

bollard. The test was conducted using a commercially available 1988 GMC Topkick 7000

medium duty truck with a test inertial mass of 6681.0 kg. Test vehicle information is presented in

Data Sheets No. 1 and No. 2. The test vehicle impacted the test article at a velocity of 76.8 km/h

(47.7 mph). Evaluation of the test article performance is presented in Data Sheet No. 5.

This crash was documented by a minimum of two (2) real-time video cameras and four

(4) high-speed digital color video cameras. Photographs of the test vehicle and the K12 Surface

Mounted Bollard System are shown in Appendix A. Data plots of the instrumentation are

available in Appendix B.

The test vehicle’s forward motion was completely arrested by the RSA K12 Surface

Mounted Bollard System within the 1.0 m penetration limit for a P1 rating. The maximum

penetration recorded was 0.906 m on the driver’s side, measured dynamically using high speed

video analysis. The maximum penetration on the passenger’s side was 0.706 m measured

dynamically using high speed video analysis.

The test vehicle was propelled upward and came to rest on top of the impacted bollard.

The entire test installation slid rearward on the concrete pad that it was sitting on; the left end

moved 2.0 m (6.7 ft.) rearward; the right end moved 1.0 m (3.4 ft.). The type I end blocks slid

rearward approximately 2.6 m (8.5 ft.) on the left and 2.0 m (6.7 ft.) on the right side. The type II

end blocks remained on the end base blocks. The test article sustained minor damage on the

impacted bollard, base block and connection plate between base blocks 2 and 3.

The test vehicle sustained severe damage and was completely disabled by the impact.

The vehicle’s drivetrain and chassis suffered severe damage, and the front axle separated from

the vehicle.

8 TR-P31094-01-NC

SECTION 4

DATA SHEETS

Test Article: RSA Protective Technologies K12 Surface Mounted Bollard System

Test Program: ASTM F 2656-07 M50 Project No.: P31094-01

Test Vehicle: 1988 GMC Topkick 7000 Test Date: 1/18/12

CONVERSION FACTORS

Quantity Typical Application Std Units Metric Unit Multiply ByMass Vehicle Weight lb kg 0.4536Linear Velocity Impact Velocity miles/hr km/hr 1.609344Length or Distance Measurements in mm 25.4Volume Fuel Systems gal liter 3.785Volume Small Fluids oz mL 29.574Pressure Tire Pressures lbf/in2 kPa 6.895

Temperature General Use oF oC =(Tf -32)/1.8Force Dynamic Forces lbf N 4.448Moment Torque lbf-ft N•m 1.355

9 TR-P31094-01-NC

DATA SHEET 1

TEST VEHICLE INFORMATION




Make GMC Cylinders V-8Model Topkick 7000 Engine Displacement (L) UnknownBody Style Medium Duty Truck Engine Placement LongitudinalVIN 1GDM7D1Y6JV502424 Fuel Type DieselColor White No. of Axles 2Odometer Reading (mi) 7,028 Disc Brakes, Front NoTransmission 5-Speed Automatic Disc Brakes, Rear NoFinal Drive Rear Anti-Lock Brakes No

Front Tire Size 10R20 Rear Tire Size 10R20

TIRE INFORMATION

TEST VEHICLE INFORMATION

Front Rear Total Front Rear TotalLeft 1,520.5 1,274.5 2,795.0 1,793.0 1,508.0 3,301.0

Right 1,418.0 1,425.5 2,843.5 1,699.0 1,681.0 3,380.0Ratio (%) 52.1 47.9 100.0 52.3 47.7 100.0

Total 2,938.5 2,700.0 5,638.5 3,492.0 3,189.0 6,681.0

As Received (kg) As Tested (kg)

TEST VEHICLE MASS

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DATA SHEET 2

TEST VEHICLE GEOMETRY




No. mm in. No. mm in. No. mm in.A 864 34.0 G 800 31.5 N 1,820 71.7B 530 20.9 H 1,475 58.1 O 880 34.6C 805 31.7 I 580 22.8 P 2,500 98.4D 1,940 76.4 J 1,020 40.2 Q 7,180 282.7E 2,870 113.0 K 2,440 96.1F 1,830 72.0 L 2,005 78.9

TEST VEHICLE GEOMETRY

All measurements in millimeters (mm).Left side measurements reported.

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DATA SHEET 3

IMPACT CONDITIONS




IMPACT CONDITIONS

Item Value

Test Time 9:30 AMTemperature (°F) 55 1

Wind Velocity (km/h) 0 1

Wind Direction - 1

Impact Speed (km/h) 76.8Impact Angle (°) 89.9Impact Location (mm) 11 (left)

Impact Angle and impact location measured using high speed video analysis 1 - Information for reference only.

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DATA SHEET 4

EVALUATION OF TEST RESULTS




Measured Penetration RatingLess than 1 m P11.01 m - 7.0 m P27.01 - 30.0 m P3Greater than 30 m P4

PENETRATION RATINGS

Description Units ValueDriver's Side Penetration (Dynamic) m 0.91Passenger's Side Penetration (Dynamic) m 0.71Maximum Dynamic Penetration m 0.91

Driver's Side Penetration (Static) m 0.87Passenger's Side Penetration (Static) m 0.70

Maximum Static Penetration m 0.87Maximum Penetration m 0.91

MEASURED PENETRATION

ASTM F 2656-07 penetration rating for test P31094-01 P1

PENETRATION RATING

The K12 Surface Mounted Bollard System completely arrested the test vehiclewithin the 1.0 m penetration limit for a P1 rating.

Comments:

The test vehicle was completely disabled by the impact. The drivetrain andchassis were severely damaged, and the front axle separated from the vehicle.

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DATA SHEET 5

OBSERVATIONS




TEST ARTICLE COMPONENT MASS

Individual Quantity Total1

Base Block 4,381 4 17,524Bollard 364 12 4,368Connection Plate 845 3 2,535Type 1 End Block 2,197 2 4,394Type 2 End Block 5,665 2 11,330Total 40,151

Mass (kg)Description

UNPROTECTED SIDE BOLLARD ANGLE MEASUREMENTS

Pre-Test Post-Test DifferenceBollard 1 2

Bollard 2 89.3 89.2 0.1Bollard 3 89.7 89.9 -0.2Bollard 4 89.5 89.0 0.5Bollard 5 89.9 90.0 -0.1Bollard 6 89.1 88.4 0.7Bollard 7 89.8 89.5 0.3Bollard 8 89.7 89.7 0.0Bollard 9 89.6 89.5 0.1Bollard 10 89.0 89.3 -0.3Bollard 11 89.4 89.9 -0.5Bollard 12 2

Angle (°)Description

1 Total mass for number of components and the total array are estimated based on the measurement of

one of each of the different pieces. 2 Bollard 1 and 12 were not measured because they were inside the Type I end blocks.

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DATA SHEET 5 … (CONTINUED)

OBSERVATIONS




RIGHT SIDE BOLLARD ANGLE MEASUREMENTS

Pre-Test Post-Test DifferenceBollard 1 2

Bollard 2 89.4 89.7 -0.3Bollard 3 89.6 89.6 0.0Bollard 4 90.0 89.8 0.2Bollard 5 89.7 90.0 -0.3Bollard 6 90.0 89.9 0.1Bollard 7 89.5 89.7 -0.2Bollard 8 89.4 89.3 0.1Bollard 9 89.6 89.8 -0.2Bollard 10 89.5 89.9 -0.4Bollard 11 89.8 89.8 0.0Bollard 12 2

Angle (°)Description

2 Bollard 1 and 12 were not measured because they were inside the Type I end blocks.

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DATA SHEET 6

SENSOR DATA




TEST VEHICLE ACCELERATION PEAK DATA

Max (g) Time (ms) Min (g) Time (ms)

CG X 4.7 154.8 -26.4 58.0

CG Y 12.4 59.0 -26.7 50.4

CG Z 16.5 85.4 -14.9 51.6

CG Resultant N/A 31.1 57.8

Rear Frame Member X 5.8 153.4 -42.5 77.6

Rear Frame Member Y 16.0 108.2 -35.4 76.8

Rear Frame Member Z 17.9 601.4 -91.1 77.2

Rear Frame Member Resultant N/A 106.2 77.2

VehicleLocation Axis

A TR-P31094-01-NC

APPENDIX A

PHOTOGRAPHS

A-i TR-P31094-01-NC

LIST OF PHOTOGRAPHS

Figure Page

1 Test Article, As-Received A-1

2 Test Article, As-Received A-1

3 Test Article Installation A-2










13 Test Setup A-7

14 Test Setup Close-Up A-7

15 Test Setup A-8


17 Test Setup A-9


19 Test Setup A-10


21 Test Setup A-11

22 Post-Test A-11

23 Post-Test A-12

24 Post-Test A-12

25 Test Article, Pre-Test Front A-13

26 Test Article, Post-Test Front A-13

27 Test Article, Pre-Test Left Front ¾ A-14

28 Test Article, Post -Test Left Front ¾ A-14

29 Test Article, Pre-Test Left Side A-15

30 Test Article, Post-Test Left Side A-15

31 Test Article, Pre-Test Left Rear ¾ A-16

32 Test Article, Post-Test Left Rear ¾ A-16

A-ii TR-P31094-01-NC

LIST OF PHOTOGRAPHS … (CONTINUED)

Figure Page

33 Test Article, Pre-Test Rear A-17

34 Test Article, Post-Test Rear A-17

35 Test Article, Pre-Test Right Rear ¾ A-18

36 Test Article, Post-Test Right Rear ¾ A-18

37 Test Article, Pre-Test Right Side A-19

38 Test Article, Post-Test Right Side A-19

39 Test Article, Pre-Test Right Front ¾ A-20

40 Test Article, Post-Test Right Front ¾ A-20

41 Test Article, Post-Test Damage A-21









50 Test Vehicle, Pre-Test Left Front ¾ A-25

51 Test Vehicle, Post-Test Left Front ¾ A-26

52 Test Vehicle Manufacturer’s Label A-26

53 Test Vehicle Manufacturer’s Label A-27

TR-P31094-01-NC A-1

FIGURE 1. Test Article, As-Received

FIGURE 2. Test Article, As-Received

TR-P31094-01-NC A-2

FIGURE 3. Test Article Installation


TR-P31094-01-NC A-3



TR-P31094-01-NC A-4



TR-P31094-01-NC A-5



TR-P31094-01-NC A-6



TR-P31094-01-NC A-7

FIGURE 13. Test Setup

FIGURE 14. Test Setup Close-Up

TR-P31094-01-NC A-8



TR-P31094-01-NC A-9



TR-P31094-01-NC A-10



TR-P31094-01-NC A-11


FIGURE 22. Post Test

TR-P31094-01-NC A-12



TR-P31094-01-NC A-13

FIGURE 25. Test Article, Pre-Test Front

FIGURE 26. Test Article, Post-Test Front

TR-P31094-01-NC A-14

FIGURE 27. Test Article, Pre-Test Left Front ¾

FIGURE 28. Test Article, Post-Test Left Front ¾

TR-P31094-01-NC A-15

FIGURE 29. Test Article, Pre-Test Left Side

FIGURE 30. Test Article, Post-Test Left Side

TR-P31094-01-NC A-16

FIGURE 31. Test Article, Pre-Test Left Rear ¾

FIGURE 32. Test Article, Post-Test Left Rear ¾

TR-P31094-01-NC A-17

FIGURE 33. Test Article, Pre-Test Rear

FIGURE 34. Test Article, Post-Test Rear

TR-P31094-01-NC A-18

FIGURE 35. Test Article, Pre-Test Right Rear ¾

FIGURE 36. Test Article, Post-Test Right Rear ¾

TR-P31094-01-NC A-19

FIGURE 37. Test Article, Pre-Test Right Side

FIGURE 38. Test Article, Post-Test Right Side

TR-P31094-01-NC A-20

FIGURE 39. Test Article, Pre-Test Right Front ¾

FIGURE 40. Test Article, Post-Test Right Front ¾

TR-P31094-01-NC A-21

FIGURE 41. Test Article, Post-Test Damage


TR-P31094-01-NC A-22



TR-P31094-01-NC A-23



TR-P31094-01-NC A-24



TR-P31094-01-NC A-25


FIGURE 50. Test Vehicle, Pre-Test Left Front ¾

TR-P31094-01-NC A-26

FIGURE 51. Test Vehicle, Post-Test Left Front ¾

FIGURE 52. Test Vehicle Manufacturer’s Label

TR-P31094-01-NC A-27

FIGURE 53. Test Vehicle Manufacturer’s Label

B TR-P31094-01-NC

APPENDIX B

DATA PLOTS

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LIST OF DATA PLOTS

Plot Page

1 Vehicle CG X B-1

2 Vehicle CG Y B-1

3 Vehicle CG Z B-1

4 Vehicle CG Resultant B-1

5 Vehicle CG X Velocity B-2

6 Vehicle CG X Displacement B-2

7 Vehicle Rear Frame Member X B-3

8 Vehicle Rear Frame Member Y B-3

9 Vehicle Rear Frame Member Z B-3

10 Vehicle Rear Frame Member Resultant B-3

11 Vehicle Rear Frame Member X Velocity B-4

12 Vehicle Rear Frame Member X Displacement B-4

Test Article: Battelle K12 Surface Mount Bollards Systems Project No.: P31094-01

Test Program: ASTM F2656-07 M50 Test Date 1/18/12

Test Vehicle: 1988 GMC Topkick 7000

Curve Description

Vehicle CG X

CURNO Type SAE Class Units

001 FIL 60 G's

Max Time Min Time

5.4 14.6 -19.6 28.4

Time - Milliseconds

Curve Description

Vehicle CG Y


002 FIL 60 G's

Max Time Min Time

27.5 77.4 -22.7 96.2

Time - Milliseconds

Curve Description

Vehicle CG Z


003 FIL 60 G's

Max Time Min Time

27.2 74.8 -19.6 24.8

Time - Milliseconds

Curve Description

Vehicle CG Resultant


001 RES 60 G's

Max Time Min Time

57.4 75.0 0.0 -40.0

Time - Milliseconds

B-1

G's

G's

TR-P31094-01-NC

G's

G's

-30

-20

-10

0

10

-100 0 100 200 300 400 500

-40

-20

0

20

40

-100 0 100 200 300 400 500

-40

-20

0

20

40

-100 0 100 200 300 400 500

-20

0

20

40

60

-100 0 100 200 300 400 500




Curve Description

Vehicle CG X Velocity


001 IN1 180 MPH

Max Time Min Time

47.6 -18.0 2.9 342.6

Time - Milliseconds

Curve Description

Vehicle CG X Displacement


001 IN1 180 Inches

Max Time Min Time

113.0 499.8 -33.5 -40.0

Time - Milliseconds

B-2 TR-P31094-01-NC

MP

HIn

che

s

0

15

30

45

60

-100 0 100 200 300 400 500

-50

0

50

100

150

-100 0 100 200 300 400 500




Curve Description

Vehicle Rear Frame Member X


004 FIL 60 G's

Max Time Min Time

7.4 15.0 -20.5 29.4

Time - Milliseconds

Curve Description

Vehicle Rear Frame Member Y


005 FIL 60 G's

Max Time Min Time

7.5 164.0 -6.5 121.8

Time - Milliseconds

Curve Description

Vehicle Rear Frame Member Z


006 FIL 60 G's

Max Time Min Time

30.5 58.4 -15.1 40.8

Time - Milliseconds

Curve Description

Vehicle Rear Frame Member Resultant


004 RES 60 G's

Max Time Min Time

52.2 25.4 0.1 301.2

Time - Milliseconds

B-3

G's

G's

TR-P31094-01-NC

G's

G's

-30

-20

-10

0

10

-100 0 100 200 300 400 500

-10

-5

0

5

10

-100 0 100 200 300 400 500

-20

0

20

40

-100 0 100 200 300 400 500

-20

0

20

40

60

-100 0 100 200 300 400 500




Curve Description

Vehicle Rear Frame Member X Velocity


004 IN1 180 MPH

Max Time Min Time

47.6 -40.0 6.2 321.0

Time - Milliseconds

Curve Description

Vehicle Rear Frame Member X Displacement


004 IN1 180 Inches

Max Time Min Time

133.3 499.8 -33.5 -40.0

Time - Milliseconds

B-4 TR-P31094-01-NC

MP

HIn

che

s

-20

0

20

40

60

-100 0 100 200 300 400 500

-50

0

50

100

150

-100 0 100 200 300 400 500

C TR-P31094-01-NC

APPENDIX C

DATA ACQUISITION INFORMATION

C-1 TR-P31094-01-NC

DATA ACQUISITION INFORMATION




VEHICLE INSTRUMENTATION INFORMATION

CH Location Axis Ident. No. Description MFR Model Units

1 Vehicle CG X KETX11A Accel, Triax I.C. Sensor 3031-500 g

2 Vehicle CG Y KETX11B Accel, Triax I.C. Sensor 3031-500 g

3 Vehicle CG Z KETX11C Accel, Triax I.C. Sensor 3031-500 g

4 Vehicle Rear Frame X KETX12A Accel, TriaxMeasurement

Specialties3038-500 g

5 Vehicle Rear Frame Y KETX12B Accel, TriaxMeasurement


6 Vehicle Rear Frame Z KETX12C Accel, TriaxMeasurement


HIGH SPEED CAMERA INFORMATION

View No. Location Identification No. Manufacturer Type

1 Driver's Side Profile View 7959 Phantom V92 Inline View 2706 Phantom V53 Overhead View 2891 Phantom V5.14 Driver's Side Oblique View 2576 Phantom V5

D TR-P31094-01-NC

APPENDIX D

DRAWINGS AND ILLUSTRATIONS

D-i TR-P31094-01-NC

LIST OF FIGURES

Figure Page

54 Manufacturer’s Drawing D-1





59 Overhead Illustration D-6

D-1 TR-P31094-01-NC

Figure 54: Manufacturer’s Drawing

D-2 TR-P31094-01-NC

Figure 55: Manufacturer’s Drawing

D-6 TR-P31094-01-NC

Figure 59: Overhead Illustration

FINAL PAGE OF REPORT

Documents

TEST REPORT FOR: RSA Protective Technologies