Exhibits Binder FY22 Playgrounds SATOC.pdf

PDF 16 MB Posted

Attached to
FY22 PLAYGROUNDS SINGLE AWARD TASK ORDER CONTRACT (SATOC) Federal contract opportunity
Solicitation number
W912GB22R0008
Issued by
Department of the Army European Command

About this file

This document outlines a federal contract opportunity for playground construction services in Europe. The US Army Corps of Engineers Europe District intends to award a firm fixed price Indefinite Delivery Indefinite Quantity construction contract to provide playgrounds throughout the US European Command area of responsibility. Responses are due under Solicitation Number W912GB22R0008 by [date not provided]. The selected contractor will receive task orders on an as-needed basis to build playgrounds for military bases and other government facilities in Europe.

View the file

Other files for this federal contract opportunity

Other files attached to FY22 PLAYGROUNDS SINGLE AWARD TASK ORDER CONTRACT (SATOC), newest first.
File Type Posted
W912GB22R0008_0001 FY22 Playgrounds_.pdf PDF
Attachment - Playground IDIQ Bid Schedule EUROS_17MAR2022.xlsx XLSX spreadsheet
ATTACH 1 FY22 Playgrounds Specs Binder_17MAR2022.pdf PDF
ATTACH 1A_FY22 Playgrounds SATOC SECTION C_SOW_17MAR2022 amend.docx DOCX document
Amendment 0003.pdf PDF
ATTACH 1A_FY22 Playgrounds SATOC SECTION C_SOW_11MAR2022 amend.docx DOCX document
Attachment - Playground IDIQ Bid Schedule EUROS_11MAR2022.xlsx XLSX spreadsheet
ATTACH 2B Experience InfoSheet_11MAR2022 amend.docx DOCX document
Amendment_0002.pdf PDF
W912GB22R0008_00001 FY22 Playgrounds_.pdf PDF
01 33 16 Design After Award.pdf PDF
ATTACH 9_IMCOM-E Locations_FY22 Playgrounds SATOC.pdf PDF
Attachment - Playground IDIQ Bid Schedule EUROS_03MAR2022.xlsx XLSX spreadsheet
ATTACH 1A_FY22 Playgrounds SATOC SECTION C_SOW_03MAR2022 .docx DOCX document
ATTACH 8 DIN EU Standard.pdf PDF
ATTACH 4 Playground IDIQ Bid Schedule EUROS.xlsx XLSX spreadsheet
ATTACH 2A ExperienceOverviewSheet.docx DOCX document
FY22 Playgrounds SATOC SOW.docx DOCX document
ATTACH 7 Letter of Commitment Forms.docx DOCX document
ATTACH 5 BLA Template.docx DOCX document
ATTACH 3 PPQ Form.docx DOCX document
ATTACH 6 BLG Template.docx DOCX document
ATTACH 2B Experience InfoSheet.docx DOCX document
ATTACH 1 FY22 Playgrounds Specs Binder.pdf PDF
W912GB22R0008.pdf PDF
Show all 25

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

HIC-MEASURMENT-REPORT

LIVORNO CDC

ITALY

Procon Play and Leisure GmbH ∙ Van-der Reis-Weg 11 ∙ 59590 Geseke

Bilfinger Government Services Srl Via L.L. Zamenhof 200 36100 Vicenza Italy Geseke, 4th May 2015

CPSI-Report on safety surface

1.Location: Camp Darby, CDC- Building 726 Livorno

2.Object: Jointless Safety Surface

Area A: Infant Area, 2 measurement points Area C: Preschool Area, 5 measurement points Area F: Toddler Area, 6 measurement points Area G: Strong Beginnings, 8 measurement points

3.Measuring Points: The Measuring Points can be located by means of the overview map and the photos.

4.Date of Measurement: 13th March 2015 – 14th April 2015

5.Testing Device: HIC-Tester Co. IST (Institut für Sportbodentechnik) CH 8264 Eschenz Hauptstr. 34, Switzerland

6.Basis : The study was performed in accordance with ASTM F2223-10 and DIN EN 1177:2008.

7.Tester : Thomas Welsing, M.Sc. Landscapearchitecture Francesco Lifrieri

8.Certifier: Dipl.-Ing. Reinhard Bojahr, CPSI #174680214

9.Climate: Temperature: 20o-26oC (68 oF- 78,8 oF) Humidity: 43% Weather: sunny

Geseke, 4th May 2015 _____________________________ Dipl.-Ing. Reinhard Bojahr CPSI #174680214

Note: This test was conducted under the particular climatic conditions that prevailed on the day of the test, carried out on site.

The results can not be considered to be reproduced, this can only be done in a labotory test.

10. Analysis

Area A

M.P. Fallheight Critical Height Result of Measurement 1 143 cm / 56,1 in 160 cm/ 5 ft The surface meets the requirements of the fallheight

2 143 cm / 56,1 in 190 cm/ 6 ft The surface meets the requirements of the fallheight

Area C

M.P. Fallheight Critical Height Result of Measurement

1 152 cm / 59,8 in 160 cm/ 5 ft The surface meets the requirements of the fallheight

2 152 cm / 59,8 in 156 cm/ 5 ft The surface meets the requirements of the fallheight

3 91 cm / 35,8 in 150 cm/ 4 ft The surface meets the requirements of the fallheight

4 173 cm / 68,1 in 200 cm/ 6 ft The surface meets the requirements of the fallheight

5 173 cm / 68,1 in 190 cm/ 6 ft The surface meets the requirements of the fallheight

Area F

M.P. Fallheight Critical Height Result of Measurement

1 160 cm / 62,9 in (5,3 ft)

170 cm/ 5 ft The surface doesn’t meet the require-ments of the fallheight

2 160 cm / 62,9 in (5,3 ft)

160 cm/ 5 ft The surface doesn’t meet the require-ments of the fallheight

3 84 cm / 33 in 200 cm/ 6 ft The surface meets the requirements of the fallheight

4 16 cm / 6,3 in 160 cm/ 5 ft The surface meets the requirements of the fallheight

5 84 cm / 33 in 180 cm/ 5 ft The surface meets the requirements of the fallheight

6 55 cm / 21,6 in 200 cm/ 6 ft The surface meets the requirements of the fallheight

9. Analysis

Area G

M.P. Fallheight Critical Height Result of Measurement

1 197 cm /77,5 in 160 cm/ 5 ft The surface doesn’t meet the require-ments of the fallheight

2 197 cm / 77,5 in 180 cm/ 5 ft The surface doesn’t meet the require-ments of the fallheight

3 197 cm / 77,5 in 170 cm/ 5 ft The surface doesn’t meet the require-ments of the fallheight

4 197 cm / 77,5 in 170 cm/ 5 ft The surface doesn’t meet the require-ments of the fallheight

5 121 cm / 47,6 in 180 cm/ 5 ft The surface meets the requirements of the fallheight

6 120 cm / 47,2 in 1,60 cm/ 5 ft The surface meets the requirements of the fallheight

7 56 cm / 22 in 190 cm/ 6 ft The surface meets the requirements of the fallheight

8 103 cm / 40,5 in 170 cm/ 5 ft The surface meets the requirements of the fallheight

Please find below the explanations for the topics of the attached Analysis

M.P.: Measured point at existing equipment, marked accordingly in attached drawing

Fallheight: Measured height of existing equipment at measured point in cm and inch

Critical Height: measured results in cm (HIC equipment only measures in metric terms), rounded down to full feet to show which critical height acc. to ASTM F1487 and F1292 is covered by existing surface.

Results of Measurement: self explanatory remarks

A re a A

, L iv or no

C D

C

M P

M P

M in ut es

H

IC

M ea su re m en ts

Jo b

N o.

C us to m er D at e of T es tin g Sa m pl e Te st L oc at io n

Te st er

Se ns or N o.

C al ib ra tio n

C on st an t R ec or di ng

S cr ip t

C rit ic al

F al lh ei gh t

D ro p H ei gh t m

1, 1, 1, 1, Im pa ct S pe ed m /s

5, 5, 5, 5, 0, 0, M ea su rin g Po in t

4, 1, 1, 1, #D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

W

2G B-

-D

-0

, T as k O rd er

Bi lfi ng er s .r.

l

.0 4.

Ev al ua tio n H

IC

a cc . E

N

7:

G m ax U

SB

_V

1.

ts t G m ax

U

SB

_D

IO

.ts t

H

IC

.v i

C am p D ar by

, L iv or no

C D

C

1, m (5 ft 2i n)

Ar ea

A

TW

E, FL

I

.1

1, 1, 1, 1, 1, 2, 2, 2, 2, 2, 3, 3, HIC Werte

D ro p H ei gh t i n m

H

IC

v er s.

D ro p

H ei gh t

1 2 3 4 5 6 7 8 9

A re a A

, M ea su re m en t P oi nt

Area A, Measurement Point 1 in ut es

H

IC

M ea su re m en ts

Jo b

N o.

C us to m er D at e of T es tin g Sa m pl e Te st L oc at io n

Te st er

Se ns or N o.

C al ib ra tio n

C on st an t R ec or di ng

S cr ip t

C rit ic al

F al lh ei gh t

D ro p H ei gh t m

1, 1, 2, 2, Im pa ct S pe ed m /s

6, 6, 6, 6, 0, 0, M ea su rin g Po in t

1, 1, 1, 1, #D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

1, m (6 ft 2i n)

Ar ea

A

TW

E, FL

I

.1

W

2G B-

-D

-0

, T as k O rd er

Bi lfi ng er

S rl

.0

4.

Ev al ua tio n H

IC

a cc . E

N

7:

G m ax U

SB

_V

1.

ts t G m ax

U

SB

_D

IO

.ts t

H

IC

.v i

C am p D ar by

, L iv or no

C D

C

1, 1, 1, 1, 1, 2, 2, 2, 2, 2, 3, 3, HIC Werte

D ro p H ei gh t i n m

H

IC

v er s.

D ro p

H ei gh t

1 2 3 4 5 6 7 8 9

A re a A

, M ea su re m en t P oi

Area A, Measurement Point 2

A re a C

, L iv or no

C D

C

M P

M P

M P

M P

M in ut es

H

IC

M ea su re m en ts

Jo b

N o.

C us to m er D at e of T es tin g Sa m pl e Te st L oc at io n

Te st er

Se ns or N o.

C al ib ra tio n

C on st an t R ec or di ng

S cr ip t

C rit ic al

F al lh ei gh t

D ro p H ei gh t m

1, 1, 1, 1, Im pa ct S pe ed m /s

5, 5, 5, 5, 0, 0, M ea su rin g Po in t

2, 1, 1, 1, #D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

W

2G B-

-D

-0

, T as k O rd er

Bi lfi ng er

S rl

.0

4.

Ev al ua tio n H

IC

a cc . E

N

7:

G m ax U

SB

_V

1.

ts t G m ax

U

SB

_D

IO

.ts t

H

IC

.v i

C am p D ar by

, L iv or no

C D

C

1, m (5 ft 3i n)

Ar ea

C

TW

E, FL

I

.1

1, 1, 1, 1, 1, 2, 2, 2, 2, 2, 3, 3, HIC Werte

D ro p H ei gh t i n m

H

IC

v er s.

D ro p

H ei gh t

1 2 3 4 5 6 7 8 9

A re a C

, M ea su re m en t P oi

Area C, Measurement Point 1 in ut es

H

IC

M ea su re m en ts

Jo b

N o.

C us to m er D at e of T es tin g Sa m pl e Te st L oc at io n

Te st er

Se ns or N o.

C al ib ra tio n

C on st an t R ec or di ng

S cr ip t

C rit ic al

F al lh ei gh t

D ro p H ei gh t m

1, 1, 1, 1, Im pa ct S pe ed m /s

5, 5, 5, 5, 0, 0, M ea su rin g Po in t

2, 1, 1, 1, #D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

W

2G B-

-D

-0

, T as k O rd er

Bi lfi ng er

S rl

.0

4.

Ev al ua tio n H

IC

a cc . E

N

7:

G m ax U

SB

_V

1.

ts t G m ax

U

SB

_D

IO

.ts t

H

IC

.v i

C am p D ar by

, L iv or no

C D

C

1, m (5 ft 1i n)

Ar ea

C

TW

E, FL

I

.1

1, 1, 1, 1, 1, 2, 2, 2, 2, 2, 3, 3, HIC Werte

D ro p H ei gh t i n m

H

IC

v er s.

D ro p

H ei gh t

1 2 3 4 5 6 7 8 9

A re a C

, M ea su re m en t P oi

Area C, Measurement Point 2 in ut es

H

IC

M ea su re m en ts

Jo b

N o.

C us to m er D at e of T es tin g Sa m pl e Te st L oc at io n

Te st er

Se ns or N o.

C al ib ra tio n

C on st an t R ec or di ng

S cr ip t

C rit ic al

F al lh ei gh t

D ro p H ei gh t m

1, 1, 1, 1, Im pa ct S pe ed m /s

5, 5, 5, 5, 0, 0, M ea su rin g Po in t

1, 1, 1, 1, #D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

W

2G B-

-D

-0

, T as k O rd er

Bi lfi ng er

S rl

.0

4.

Ev al ua tio n H

IC

a cc . E

N

7:

G m ax U

SB

_V

1.

ts t G m ax

U

SB

_D

IO

.ts t

H

IC

.v i

C am p D ar by

, L iv or no

C D

C

1, m (4 ft in

Ar ea

C

TW

E, FL

I

.1

1, 1, 1, 1, 1, 2, 2, 2, 2, 2, 3, 3, HIC Werte

D ro p H ei gh t i n m

H

IC

v er s.

D ro p

H ei gh t

1 2 3 4 5 6 7 8 9

A re a C

, M ea su re m en t P oi

Area C, Measurement Point 3 in ut es

H

IC

M ea su re m en ts

Jo b

N o.

C us to m er D at e of T es tin g Sa m pl e Te st L oc at io n

Te st er

Se ns or N o.

C al ib ra tio n

C on st an t R ec or di ng

S cr ip t

C rit ic al

F al lh ei gh t

D ro p H ei gh t m

1, 2, 2, 2, Im pa ct S pe ed m /s

6, 6, 6, 6, 0, 0, M ea su rin g Po in t

2, 2, 1, 2, #D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

W

2G B-

-D

-0

, T as k O rd er

Bi lfi ng er

S rl

.0

4.

Ev al ua tio n H

IC

a cc . E

N

7:

G m ax U

SB

_V

1.

ts t G m ax

U

SB

_D

IO

.ts t

H

IC

.v i

C am p D ar by

, L iv or no

C D

C

2, m (6 ft 6i n)

Ar ea

C

TW

E, FL

I

.1

1, 1, 1, 1, 1, 2, 2, 2, 2, 2, 3, 3, HIC Werte

D ro p H ei gh t i n m

H

IC

v er s.

D ro p

H ei gh t

1 2 3 4 5 6 7 8 9

A re a C

, M ea su re m en t P oi

Area C, Measurement Point 4 in ut es

H

IC

M ea su re m en ts

Jo b

N o.

C us to m er D at e of T es tin g Sa m pl e Te st L oc at io n

Te st er

Se ns or N o.

C al ib ra tio n

C on st an t R ec or di ng

S cr ip t

C rit ic al

F al lh ei gh t

D ro p H ei gh t m

1, 1, 2, 2, Im pa ct S pe ed m /s

5, 6, 6, 6, 0, 0, M ea su rin g Po in t

1, 1, 1, 1, #D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

W

2G B-

-D

-0

, T as k O rd er

Bi lfi ng er

S rl

.0

4.

Ev al ua tio n H

IC

a cc . E

N

7:

G m ax U

SB

_V

1.

ts t G m ax

U

SB

_D

IO

.ts t

H

IC

.v i

C am p D ar by

, L iv or no

C D

C

1, m (6 ft 2i n)

Ar ea

C

TW

E, FL

I

.1

1, 1, 1, 1, 1, 2, 2, 2, 2, 2, 3, 3, HIC Werte

D ro p H ei gh t i n m

H

IC

v er s.

D ro p

H ei gh t

1 2 3 4 5 6 7 8 9

A re a C

, M ea su re m en t P oi

Area C, Measurement Point 5

M P

M P

M P

M P

M P

A re a F, L iv or no

C D

C in ut es

H

IC

M ea su re m en ts

Jo b

N o.

C us to m er D at e of T es tin g Sa m pl e Te st L oc at io n

Te st er

Se ns or N o.

C al ib ra tio n

C on st an t R ec or di ng

S cr ip t

C rit ic al

F al lh ei gh t

D ro p H ei gh t m

1, 1, 1, 1, Im pa ct S pe ed m /s

5, 5, 5, 6, 0, 0, M ea su rin g Po in t

1, 1, 1, 1, #D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

W

2G B-

-D

-0

, T as k O rd er

Bi lfi ng er

S rl

.0

4.

Ev al ua tio n H

IC

a cc . E

N

7:

G m ax U

SB

_V

1.

ts t G m ax

U

SB

_D

IO

.ts t

H

IC

.v i

C am p D ar by

, L iv or no

C D

C

1, m (5 ft in

Ar ea

F

TW

E, FL

I

.1

1, 1, 1, 1, 1, 2, 2, 2, 2, 2, 3, 3, HIC Werte

D ro p H ei gh t i n m

H

IC

v er s.

D ro p

H ei gh t

1 2 3 4 5 6 7 8 9

A re a F, M ea su re m en t P oi

Area F, Measurement Point 1 in ut es

H

IC

M ea su re m en ts

Jo b

N o.

C us to m er D at e of T es tin g Sa m pl e Te st L oc at io n

Te st er

Se ns or N o.

C al ib ra tio n

C on st an t R ec or di ng

S cr ip t

C rit ic al

F al lh ei gh t

D ro p H ei gh t m

1, 1, 1, 1, Im pa ct S pe ed m /s

5, 5, 5, 5, 0, 0, M ea su rin g Po in t

1, 1, 1, 1, #D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

W

2G B-

-D

-0

, T as k O rd er

Bi lfi ng er

S rl

.0

4.

Ev al ua tio n H

IC

a cc . E

N

7:

G m ax U

SB

_V

1.

ts t G m ax

U

SB

_D

IO

.ts t

H

IC

.v i

C am p D ar by

, L iv or no

C D

C

1, m (5 ft in

Ar ea

F

TW

E, FL

I

.1

1, 1, 1, 1, 1, 2, 2, 2, 2, 2, 3, 3, HIC Werte

D ro p H ei gh t i n m

H

IC

v er s.

D ro p

H ei gh t

1 2 3 4 5 6 7 8 9

A re a F, M ea su re m en t P oi

Area F, Measurement Point 2 in ut es

H

IC

M ea su re m en ts

Jo b

N o.

C us to m er D at e of T es tin g Sa m pl e Te st L oc at io n

Te st er

Se ns or N o.

C al ib ra tio n

C on st an t R ec or di ng

S cr ip t

C rit ic al

F al lh ei gh t

D ro p H ei gh t m

1, 2, 2, 2, Im pa ct S pe ed m /s

6, 6, 6, 6, 0, 0, M ea su rin g Po in t

2, 2, 2, 2, #D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

W

2G B-

-D

-0

, T as k O rd er

Bi lfi ng er

S rl

.0

4.

Ev al ua tio n H

IC

a cc . E

N

7:

G m ax U

SB

_V

1.

ts t G m ax

U

SB

_D

IO

.ts t

H

IC

.v i

C am p D ar by

, L iv or no

C D

C

2, m (6 ft in

Ar ea

F

TW

E, FL

I

.1

1, 1, 1, 1, 1, 2, 2, 2, 2, 2, 3, 3, HIC Werte

D ro p H ei gh t i n m

H

IC

v er s.

D ro p

H ei gh t

1 2 3 4 5 6 7 8 9

A re a F, M ea su re m en t P oi

Area F, Measurement Point 3 in ut es

H

IC

M ea su re m en ts

Jo b

N o.

C us to m er D at e of T es tin g Sa m pl e Te st L oc at io n

Te st er

Se ns or N o.

C al ib ra tio n

C on st an t R ec or di ng

S cr ip t

C rit ic al

F al lh ei gh t

D ro p H ei gh t m

1, 1, 1, 1, Im pa ct S pe ed m /s

5, 5, 5, 5, 0, 0, M ea su rin g Po in t

1, 1, 1, 1, #D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

W

2G B-

-D

-0

, T as k O rd er

Bi lfi ng er

S rl

.0

4.

Ev al ua tio n H

IC

a cc . E

N

7:

G m ax U

SB

_V

1.

ts t G m ax

U

SB

_D

IO

.ts t

H

IC

.v i

C am p D ar by

, L iv or no

C D

C

1, m (5 ft in

Ar ea

F

TW

E, FL

I

.1

1, 1, 1, 1, 1, 2, 2, 2, 2, 2, 3, 3, HIC Werte

D ro p H ei gh t i n m

H

IC

v er s.

D ro p

H ei gh t

1 2 3 4 5 6 7 8 9

A re a F, M ea su re m en t P oi

Area F, Measurement Point 4 in ut es

H

IC

M ea su re m en ts

Jo b

N o.

C us to m er D at e of T es tin g Sa m pl e Te st L oc at io n

Te st er

Se ns or N o.

C al ib ra tio n

C on st an t R ec or di ng

S cr ip t

C rit ic al

F al lh ei gh t

D ro p H ei gh t m

1, 1, 1, 2, Im pa ct S pe ed m /s

5, 5, 6, 6, 0, 0, M ea su rin g Po in t

1, 1, 1, 1, #D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

W

2G B-

-D

-0

, T as k O rd er

Bi lfi ng er

S rl

.0

4.

Ev al ua tio n H

IC

a cc . E

N

7:

G m ax U

SB

_V

1.

ts t G m ax

U

SB

_D

IO

.ts t

H

IC

.v i

C am p D ar by

, L iv or no

C D

C

1, m (5 ft in

Ar ea

F

TW

E, FL

I

.1

1, 1, 1, 1, 1, 2, 2, 2, 2, 2, 3, 3, HIC Werte

D ro p H ei gh t i n m

H

IC

v er s.

D ro p

H ei gh t

1 2 3 4 5 6 7 8 9

A re a F, M ea su re m en t P oi

Area F, Measurement Point 5 in ut es

H

IC

M ea su re m en ts

Jo b

N o.

C us to m er D at e of T es tin g Sa m pl e Te st L oc at io n

Te st er

Se ns or N o.

C al ib ra tio n

C on st an t R ec or di ng

S cr ip t

C rit ic al

F al lh ei gh t

D ro p H ei gh t m

1, 1, 2, 2, Im pa ct S pe ed m /s

5, 6, 6, 6, 0, 0, M ea su rin g Po in t

2, 2, 2, 2, #D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

W

2G B-

-D

-0

, T as k O rd er

Bi lfi ng er

S rl

.0

4.

Ev al ua tio n H

IC

a cc . E

N

7:

G m ax U

SB

_V

1.

ts t G m ax

U

SB

_D

IO

.ts t

H

IC

.v i

C am p D ar by

, L iv or no

C D

C

2, m (6 ft in

Ar ea

F

TW

E, FL

I

.1

1, 1, 1, 1, 1, 2, 2, 2, 2, 2, 3, 3, HIC Werte

D ro p H ei gh t i n m

H

IC

v er s.

D ro p

H ei gh t

1 2 3 4 5 6 7 8 9

A re a F, M ea su re m en t P oi

Area F, Measurement Point 6

M

P

M P

M

P

M P

M P

M P

M P

A re a G

, L iv or no

C D

C in ut es

H

IC

M ea su re m en ts

Jo b

N o.

C us to m er D at e of T es tin g Sa m pl e Te st L oc at io n

Te st er

Se ns or N o.

C al ib ra tio n

C on st an t R ec or di ng

S cr ip t

C rit ic al

F al lh ei gh t

D ro p H ei gh t m

1, 1, 1, 1, Im pa ct S pe ed m /s

5, 5, 5, 5, 0, 0, M ea su rin g Po in t

1, 1, 1, 1, #D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

W

2G B-

-D

-0

, T as k O rd er

Bi lfi ng er

S rl

.0

4.

Ev al ua tio n H

IC

a cc . E

N

7:

G m ax U

SB

_V

1.

ts t G m ax

U

SB

_D

IO

.ts t

H

IC

.v i

C am p D ar by

, L iv or no

C D

C

1, m (5 ft in

Ar ea

G

TW

E, FL

I

.1

1, 1, 1, 1, 1, 2, 2, 2, 2, 2, 3, 3, HIC Werte

D ro p H ei gh t i n m

H

IC

v er s.

D ro p

H ei gh t

1 2 3 4 5 6 7 8 9

A re a G

, M ea su re m en t P oi

Area G, Measurement Point 1 in ut es

H

IC

M ea su re m en ts

Jo b

N o.

C us to m er D at e of T es tin g Sa m pl e Te st L oc at io n

Te st er

Se ns or N o.

C al ib ra tio n

C on st an t R ec or di ng

S cr ip t

C rit ic al

F al lh ei gh t

D ro p H ei gh t m

1, 1, 1, 2, Im pa ct S pe ed m /s

5, 5, 6, 6, 0, 0, M ea su rin g Po in t

1, 1, 1, 1, #D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

1, m (5 ft in

Ar ea

G

TW

E, FL

I

.1

W

2G B-

-D

-0

, T as k O rd er

Bi lfi ng er

S rl

.0

4.

Ev al ua tio n H

IC

a cc . E

N

7:

G m ax U

SB

_V

1.

ts t G m ax

U

SB

_D

IO

.ts t

H

IC

.v i

C am p D ar by

, L iv or no

C D

C

1, 1, 1, 1, 1, 2, 2, 2, 2, 2, 3, 3, HIC Werte

D ro p H ei gh t i n m

H

IC

v er s.

D ro p

H ei gh t

1 2 3 4 5 6 7 8 9

A re a G

, M ea su re m en t P oi

Area G, Measurement Point 2 in ut es

H

IC

M ea su re m en ts

Jo b

N o.

C us to m er D at e of T es tin g Sa m pl e Te st L oc at io n

Te st er

Se ns or N o.

C al ib ra tio n

C on st an t R ec or di ng

S cr ip t

C rit ic al

F al lh ei gh t

D ro p H ei gh t m

1, 1, 1, 1, Im pa ct S pe ed m /s

5, 5, 5, 6, 0, 0, M ea su rin g Po in t

1, 1, 1, 1, #D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

1, m (5 ft in

Ar ea

G

TW

E, FL

I

.1

W

2G B-

-D

-0

, T as k O rd er

Bi lfi ng er

S rl

.0

4.

Ev al ua tio n H

IC

a cc . E

N

7:

G m ax U

SB

_V

1.

ts t G m ax

U

SB

_D

IO

.ts t

H

IC

.v i

C am p D ar by

, L iv or no

C D

C

1, 1, 1, 1, 1, 2, 2, 2, 2, 2, 3, 3, HIC Werte

D ro p H ei gh t i n m

H

IC

v er s.

D ro p

H ei gh t

1 2 3 4 5 6 7 8 9

A re a G

, M ea su re m en t P oi

Area G, Measurement Point 3 in ut es

H

IC

M ea su re m en ts

Jo b

N o.

C us to m er D at e of T es tin g Sa m pl e Te st L oc at io n

Te st er

Se ns or N o.

C al ib ra tio n

C on st an t R ec or di ng

S cr ip t

C rit ic al

F al lh ei gh t

D ro p H ei gh t m

1, 1, 1, 1, Im pa ct S pe ed m /s

5, 5, 5, 6, 0, 0, M ea su rin g Po in t

1, 1, 1, 1, #D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

1, m (5 ft in

Ar ea

G

TW

E, FL

I

.1

W

2G B-

-D

-0

, T as k O rd er

Bi lfi ng er

S rl

.0

4.

Ev al ua tio n H

IC

a cc . E

N

7:

G m ax U

SB

_V

1.

ts t G m ax

U

SB

_D

IO

.ts t

H

IC

.v i

C am p D ar by

, L iv or no

C D

C

1, 1, 1, 1, 1, 2, 2, 2, 2, 2, 3, 3, HIC Werte

D ro p H ei gh t i n m

H

IC

v er s.

D ro p

H ei gh t

1 2 3 4 5 6 7 8 9

A re a G

, M ea su re m en t P oi

Area G, Measurement Point 4 in ut es

H

IC

M ea su re m en ts

Jo b

N o.

C us to m er D at e of T es tin g Sa m pl e Te st L oc at io n

Te st er

Se ns or N o.

C al ib ra tio n

C on st an t R ec or di ng

S cr ip t

C rit ic al

F al lh ei gh t

D ro p H ei gh t m

1, 1, 1, 1, Im pa ct S pe ed m /s

5, 5, 5, 5, 0, 0, M ea su rin g Po in t

1, 1, 1, 1, #D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

1, m (5 ft in

Ar ea

G

TW

E, FL

I

.1

W

2G B-

-D

-0

, T as k O rd er

Bi lfi ng er

S rl

.0

4.

Ev al ua tio n H

IC

a cc . E

N

7:

G m ax U

SB

_V

1.

ts t G m ax

U

SB

_D

IO

.ts t

H

IC

.v i

C am p D ar by

, L iv or no

C D

C

1, 1, 1, 1, 1, 2, 2, 2, 2, 2, 3, 3, HIC Werte

D ro p H ei gh t i n m

H

IC

v er s.

D ro p

H ei gh t

1 2 3 4 5 6 7 8 9

A re a G

, M ea su re m en t P oi

Area G, Measurement Point 5 in ut es

H

IC

M ea su re m en ts

Jo b

N o.

C us to m er D at e of T es tin g Sa m pl e Te st L oc at io n

Te st er

Se ns or N o.

C al ib ra tio n

C on st an t R ec or di ng

S cr ip t

C rit ic al

F al lh ei gh t

D ro p H ei gh t m

1, 1, 1, 1, Im pa ct S pe ed m /s

5, 5, 5, 5, 0, 0, M ea su rin g Po in t

1, 1, 1, 1, #D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

1, m (5 ft in

Ar ea

G

TW

E, FL

I

.1

W

2G B-

-D

-0

, T as k O rd er

Bi lfi ng er

S rl

.0

4.

Ev al ua tio n H

IC

a cc . E

N

7:

G m ax U

SB

_V

1.

ts t G m ax

U

SB

_D

IO

.ts t

H

IC

.v i

C am p D ar by

, L iv or no

C D

C

1, 1, 1, 1, 1, 2, 2, 2, 2, 2, 3, 3, HIC Werte

D ro p H ei gh t i n m

H

IC

v er s.

D ro p

H ei gh t

1 2 3 4 5 6 7 8 9

A re a G

, M ea su re m en t P oi

Area G, Measurement Point 6 in ut es

H

IC

M ea su re m en ts

Jo b

N o.

C us to m er D at e of T es tin g Sa m pl e Te st L oc at io n

Te st er

Se ns or N o.

C al ib ra tio n

C on st an t R ec or di ng

S cr ip t

C rit ic al

F al lh ei gh t

D ro p H ei gh t m

1, 1, 2, 2, Im pa ct S pe ed m /s

5, 6, 6, 6, 0, 0, M ea su rin g Po in t

1, 1, 1, 1, #D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

1, m (6 ft in

Ar ea

G

TW

E, FL

I

.1

W

2G B-

-D

-0

, T as k O rd er

Bi lfi ng er

S rl

.0

4.

Ev al ua tio n H

IC

a cc . E

N

7:

G m ax U

SB

_V

1.

ts t G m ax

U

SB

_D

IO

.ts t

H

IC

.v i

C am p D ar by

, L iv or no

C D

C

1, 1, 1, 1, 1, 2, 2, 2, 2, 2, 3, 3, HIC Werte

D ro p H ei gh t i n m

H

IC

v er s.

D ro p

H ei gh t

1 2 3 4 5 6 7 8 9

A re a G

, M ea su re m en t P oi

Area G, Measurement Point 7 in ut es

H

IC

M ea su re m en ts

Jo b

N o.

C us to m er D at e of T es tin g Sa m pl e Te st L oc at io n

Te st er

Se ns or N o.

C al ib ra tio n

C on st an t R ec or di ng

S cr ip t

C rit ic al

F al lh ei gh t

D ro p H ei gh t m

1, 1, 1, 1, Im pa ct S pe ed m /s

5, 5, 5, 6, 0, 0, M ea su rin g Po in t

2, 1, 1, 1, #D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

M ea su rin g Po in t

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

#D

IV

/0

1, m (5 ft in

Ar ea

G

TW

E, FL

I

.1

W

2G B-

-D

-0

, T as k O rd er

Bi lfi ng er

S rl

.0

4.

Ev al ua tio n H

IC

a cc . E

N

7:

G m ax U

SB

_V

1.

ts t G m ax

U

SB

_D

IO

.ts t

H

IC

.v i

C am p D ar by

, L iv or no

C D

C

1, 1, 1, 1, 1, 2, 2, 2, 2, 2, 3, 3, HIC Werte

D ro p H ei gh t i n m

H

IC

v er s.

D ro p

H ei gh t

1 2 3 4 5 6 7 8 9

A re a G

, M ea su re m en t P oi

Area G, Measurement Point 8

PLAYGROUND SAFETY

COMPLIANCE AUDIT

Inspection Site

Garrison/DPW

DPW POC

Phone Number

E-Mail

Date of Inspection

Inspector

AUDIT SECTIONS

1. References and Standards

2. Playground Safety Compliance Audit and Checklist

3. Playground Section Pictures

4. Playground Equipment Inventory

5. Safety Deficiency Findings

6. General Playground Summary and Safety Evaluation

7. Site Map and Sketch of Playground Equipment

1. References and Standards

* F1487-11 Standard Consumer Safety Performance Specification for Playground

Equipment for Public Use.

* F1292 Standard Specification for Impact Attenuation of Surface Systems Under and

Around Playground Equipment.

* F2223-10 Standard Guide for ASTM Standards on Playground Surfacing.

* F2479-10 Standard Guide for Specification, Purchase, Installation and Maintenance of

Poured-In-Place Playground Surfacing.

* F1951-14 Standard Specification for Determination of Accessibility of Surface Systems

Under and Around Playground Equipment.

* F1816-97(2009) Standard Safety Specification for Drawstrings on Children's Upper

Outerwear.

2. Playground Safety Compliance Audit and Checklist

General Playground Condition

Compl.

Non-Compl

Remarks

Fence is provided for perimeter concerns. (CPSC

2.1) (Fencing Reference ASTM F2049) X

Shaded area is provided. (CPSC 2.1.1) X See #6

Play area is visible to deter inappropriate behavior.

(CPSC 2.2.4) X

Playground is accessed safely by a sidewalk that is free of standing water, pea gravel, and low branches. X

Seating (benches, tables) is in good condition (free of splinters, missing hardware/slats, sharp edges, etc). (exempt from ASTM F1487) X

Trash receptacles are provided and located outside of play area use zone. X

Playground equipment is manufactured and constructed only of materials that have a demonstrated durability and comply with the

Consumer Product Safety Improvement Act of

2008). (ASTM 4.1.2; CPSC 2.5.1) X

Metals subject to structural degradation such as rust or corrosion are painted, galvanized or otherwise treated. (ASTM 4.1.1; CPSC 2.5.1) X

Wood materials are naturally rot-resistant or treated to avoid deterioration. (ASTM 4.1.3; CPSC

2.5.5) X

Play structures are anchored to the ground and not intended to be relocated. (ASTM 5.3) X

Use zone: Sufficient space is provided between all adjacent structures and individual play eqpt for the purposes of play and circulation. (ASTM 9.8;

CPSC 2.2.4) X

Protective surfacing is maintained free from extraneous materials that could cause injury, infection, or disease. (ASTM 13.2.2; CPSC 4) X

Surfacing is well-drained and free of standing water. (ASTM 13.2.2; CPSC 2.4.2.2) X

On or near all play structures where applicable have posted a warning label containing... 1) signal word WARNING, 2) safety alert symbol (triangle w/ exclamation point inside) preceding signal word, and 3) warning message “Installation over a hard surface such as concrete, asphalt, or packed earth may result in serious injury or death from falls.”

(ASTM 14.2.5) X

Manufacturer's identification appears, is durable, and is placed on the play-structures. (ASTM 15) X

Signs or labels provide information for age-appropriateness of playground. (ASTM 14.2.1

Signs or labels provide information stating adult supervision is recommended. (ASTM 14.2.2)

Sign posted to communicate warning for the need to remove helmets, drawstrings and items around the neck due to strangulation. (ASTM 14.2.3)

Sign posted to communicate warning about hot play surfaces and surfacing can cause severe burns to young children. (ASTM 14.2.4; CPSC 2.2.6, 2.5.3, 3.2.1) X

Play area use zone has accessible safety surfacing to all accessible play components. (ASTM 7.1.1) X

Head Entrapment: All components pass entrapment and partially-bounded opening tests.

Partially bounded openings < 24" H exempt.

(ASTM 6.1, 6.1.4, 6.1.4.7(3) X

Sharp Points and Edge: Eqpt free of splinters, sharp points, edges; tubing is capped; bolts free of burrs, sharp points, and edges. (ASTM 6.2; CPSC

3.4) X

Protrusion: All components pass protrusion test.

Nuts, bolts, screws recessed, covered, or sanded smooth and level. (ASTM 6.3; CPSC 3.2) X

Entanglement: No protrusions project upwards >

1/8" from horizontal plane; max. 2 fastener threads protrude through any nut perpendicular to initial surface; any protrusion increasing in diameter from initial surface less than or equal to 1/8" in width and 1/8" in depth is exempt. (ASTM 6.4.2, 6.4.3, 6.4.4) X

Entanglement: All connecting devices (S-hooks, C hooks, etc.) are closed to within .04"; lower loop of

S-hooks does not protrude past the upper loop;

lower loop does not overlap. (ASTM 6.4.5.1)

Connectors whose interior spaces are completely infilled are exempt.

(ASTM 6.4.5.2.1) X

Crush/Shear: All components pass crush shear tests. (ASTM 6.5; CPSC 3.1) X

Fasteners are corrosion-resistant or have a corrosion-resistant coating. Fasteners cannot be loosened without tools; nuts and bolts are self-locking or have a means to prevent detachment.

(ASTM 4.2.1, 4.2.2; CPSC 2.5.2) X

Equipment is free of rust/chipping paint. (CPSC

2.5.4) X

Play area is free of tripping hazards. All anchoring devices are installed below ground level and beneath protective surfacing. Surfacing containment border is highly visible. (ASTM

7.3.2.2; CPSC 3.6) X

3. Playground Section Pictures

School-Age Area *1

Pre-School Area *2

Ball-play area #1

4. Playground Equipment Inventory

Asset Name Installation

Date Removal

Date Asset

Quantity Asset

ID

Age

Range Manufacturer Condition Images

*1 Basketball Pole w.

Backboard

Unknown N/A 2 01

Unknown Average

*1 Basketball Pole w.

Backboard Surface

Unknown N/A 1 02

Unknown Good

*1 Bench w.

Back Rest

N/A 8 03

Unknown Good

*1 Bench w/o

2014-06 N/A 2 04

Good

*1 Climbing Wall

2015-03 N/A 1 05 School

Age

*1 Composite Climber

2015-03 N/A 1 06

*1 Composite Structure

2014-06 N/A 1 07

*1 Gazebo 2015-03 N/A 1 08 N/A

*1 Picnic Table Unknown N/A 2 09 N/A

Poor

*1 Playground Sign 5-12

2014-06 N/A 1 10 N/A

As New

*1 Seating Ball 2015-03 N/A 3 11 N/A

*1 Surface Phase 1

2014-06 N/A 1 12 N/A

*1 Surface Phase 2

2015-03 N/A 1 13 N/A

*1 Swing Set

w. 4 Belt Seats #1

2015-03 N/A 1 14

*1 Swing Set

#2

2014-06 N/A 1 15

*1 Trash Bin, Round

2014-06 N/A 3 16 N/A

*1 Trash Bin, Metal

Unknown N/A 6 17 N/A Good

*2 Bench w.

Unknown N/A 6 18 N/A Unknown Good

*2 Bench w/o

2014-06 N/A 2 19 N/A

*2 Composite Structure

2014-06 N/A 1 20 Pre-

*2 Gazebo 2015-03 N/A 1 21 N/A

*2 Picnic Table Unknown N/A 1 22 N/A

*2 Play Combination

2015-03 N/A 1 23

*2 Play House 2015-03 N/A 1 24

*2 Play Panel 'Fire Station'

2015-03 N/A 1 25 N/R

*2 Play Panel 'Milk Bar'

2015-03 N/A 1 26 N/R

*2 Playground Sign 2-5

2014-06 N/A 1 27 N/A

*2 Seesaw Hippo

2015-03 N/A 1 28

*2 Spring Rocker Duck

2015-03 N/A 1 29

Rocker Frog

2015-03 N/A 1 30

Rocker Lion

2015-03 N/A 1 31

*2 Surface Phase 1

2014-06 N/A 1 32 N/A

*2 Surface Phase 2

2015-03 N/A 1 33 N/A

*2 Swing Set

2014-06 N/A 1 34

*2 Traffic Sign 2015-03 N/A 2 35 N/A

*2 Trash Bin, Round

2015-03 N/A 2 36 N/A

*2 Trash Bin, Metal

Unknown N/A 3 37 N/A Good

5. Safety Deficiency Findings

*1 Basketball Pole w. Backboard Findings

Asset Name Finding Title Finding Date

*1 Basketball Pole w. Backboard Item - Rusting in places Apr-07-2016 08:21

Standard Description: Item is rusting in places

Recommendation: Replace 2ea rims

Finding Images:

Asset Name Finding Title Finding Date

*1 Basketball Pole w. Backboard Item - Sharp Edges Projections Apr-07-2016 08:21

Standard Description: Item has sharp edges or projections

Recommendation: Install paddings

Finding Images:

6. General Playground Summary and Safety Evaluation

Katterbach Elementary School has two playground areas which are not fenced in and therefore open for public use.

The fairly new installed playground equipment, including its surfacing is in excellent condition. Nevertheless, it was noted that the area is inhabited by a myriad number of rabbits, daily inspection of the playground areas is necessary to ensure safe and clean equipment.

Except a Gazebo in the school-age area, there is no necessary sun shade on the school-age playground or the pre-school playground. Therefore, it should be considered to install shade structures in both playground areas.

The tricycle of the pre-school area is stored in the Gazebo. It is recommended to install a storage shed to safely store the play equipment.

7. Site Map and Sketch of Playground Equipment

Playground

Inspection & Maintenance Report

Inspection Site

Garrison DPW

DPW POC

Phone Number

E-Mail

Date of Inspection

Inspector

School-age areas

*1 *2

Pre-school areas

*3 *4

Kinder-garden area *5 Ballfield *2

Finding Summary:

Site Name Asset Name Finding Title Creation Date

Vogelweh ES *1 Trash Bin Timber - Missing Mai-20-2016

Vogelweh ES Findings and Tasks:

*1 Trash Bin Findings

Asset Name Finding Title Finding Date

*1 Trash Bin Timber - Missing Mai-20-2016

Standard Description: Timber missing

Recommendation: Replace 1ea missing slat

Finding Images:

General Playground Summary

The playground areas of Vogelweh Elementary School are completely fenced in and not open for public use.

Necessary repair work should be performed as per noted findings above.

IPEMA ASTM F1487-17 CERTIFICATE OF COMPLIANCE

ISSUE DATE: October 8, 2020 Requested By: Sebastian Ehrhardt Project: PCE501

In the interest of public playground safety, IPEMA provides a third-party certification service whereby TÜV SÜD America validates a manufacturer's certification of conformance to the ASTM F1487-17 (excluding sections 7.1.1, 10, 13.1.1, 13.1.2, 13.2, and 13.3) Standard Consumer Safety Performance Specification for Playground Equipment for Public Use.

The manufacturer listed below has received written validation from TÜV SÜD America that the product(s) listed conform with the requirements of ASTM F1487-17 (excluding sections 7.1.1, 10, 13.1.1, 13.1.2, 13.2, and 13.3).

This certificate is invalid if any component or part is replaced, unless purchased from the original manufacturer and assembled in accordance with the original equipment manufacturer’s instructions. Check with the manufacturer to determine the validity of the certification of the product(s) listed prior to using this certificate for proof of certification.

MODEL # COMMERCIAL NAME OF PRODUCT PRODUCT LINE MANUFACTURER

CP819400 WHEEL CP - modules KOMPAN A/S

CP819500 SUPPORT TUBE CP - modules KOMPAN A/S

CP819600 PLATE SOLITARE CP - modules KOMPAN A/S

CP312200 PANEL 1082 ARC CP - modules KOMPAN A/S

CP819700 FLAG SHORT CP - modules KOMPAN A/S

CP301900 BENCH 0765 CP - modules KOMPAN A/S

CP818100 ACTIVITY BUBBLE CP - modules KOMPAN A/S

IPEMA CSA Z614:20 CERTIFICATE OF COMPLIANCE

ISSUE DATE: October 8, 2020 Requested By: Sebastian Ehrhardt Project: PCE501

In the interest of public playground safety, IPEMA provides a third-party certification service whereby TÜV SÜD America validates a manufacturer's certification of conformance to CSA Z614:20 (excluding clauses 10 and 11) Children’s Playspaces and Equipment.

The manufacturer listed below has received written validation from TÜV SÜD America that the product(s) listed conform with the requirements of CSA Z614:20 (excluding clauses 10 and 11).

This certificate is invalid if any component or part is replaced, unless purchased from the original manufacturer and assembled in accordance with the original equipment manufacturer’s instructions. Check with the manufacturer to determine the validity of the certification of the product(s) listed prior to using this certificate for proof of certification.

MODEL # COMMERCIAL NAME OF PRODUCT PRODUCT LINE MANUFACTURER

CP819400 WHEEL CP - modules KOMPAN A/S

CP819500 SUPPORT TUBE CP - modules KOMPAN A/S

CP819600 PLATE SOLITARE CP - modules KOMPAN A/S

CP312200 PANEL 1082 ARC CP - modules KOMPAN A/S

CP819700 FLAG SHORT CP - modules KOMPAN A/S

IPEMA CSA Z614:20 CERTIFICAT DE CONFORMITÉ

Date de Délivrance Initiale: octobre 8, 2020 Demandé par: Sebastian Ehrhardt Nom du parc: PCE501

Dans l'intérêt de la sécurité au terrain de jeu, IPEMA offre une certification par une tierce partie et TÜV SÜD America valide une certification par le fabricant de la conformité à la norme CSA Z614:20 (excluant les articles 10, 11) les enfants les espaces de jeu et du matériel.

Le fabricant ci-dessous a reçu la validation de la part de TÜV SÜD America que les produits énumérés ci-dessous sont conformes aux exigences de la norme CSA Z614:20 (excluant les articles 10, 11).

Ce certificat n'est pas valide si un composant ou une pièce est remplacé, à moins que le composant soit acheté du fabricant d'origine et assemblé conformément aux instructions du fabricant de l'équipement. Vérifiez auprès du fabricant pour déterminer la validité de la certification du (des) produit(s) indiqué(s) avant d'utiliser ce certificat pour la preuve de la certification.

MODÈLE no NOM COMMERCIAL DU PRODUIT LIGNE DE PRODUIT MANUFACTURIER

CP819400 WHEEL CP - modules KOMPAN A/S

CP819500 SUPPORT TUBE CP - modules KOMPAN A/S

CP819600 PLATE SOLITARE CP - modules KOMPAN A/S

CP312200 PANEL 1082 ARC CP - modules KOMPAN A/S

CP819700 FLAG SHORT CP - modules KOMPAN A/S

Exhibit 1 - SAMPLE HIC Test Report
Exhibit 2 - SAMPLE Audit Report
Exhibit 3 - SAMPLE Inspection Report
Exhibit 5 - IPEMA - PCE501 - ASTM
Exhibit 6 - IPEMA - KRAIBURG TILES_ASTM

File details come from the government source that posted it. Updated .