ATHLETIC FACILITY IMPROVEMENTS STUDY
for
GREENCASTLE-ANTRIM SCHOOL DISTRICT 500 East Leitersburg Street Greencastle, PA 17225 Franklin County, Pennsylvania
February 20, 2024 Revised February 21, 2024
1034 East Chocolate Avenue | Hershey, PA 17033 | 717.312.3012 www.turftrackandcourt.com
TABLE OF CONTENTS
INTRODUCTION
EXISTING CONDITIONS
SK-1
MAIN CAMPUS STADIUM
o SYNTHETIC TURF o RUNNING TRACK & EVENTS MULTI-PURPOSE SYNTHETIC TURF FIELD WELLSPAN TRACT SOUTH TRACT IMPROVEMENT OPTIONS / BUDGET COSTS MAIN CAMPUS STADIUM o SYNTHETIC TURF o RUNNING TRACK & EVENTS o STADIUM BLEACHER ADDITION MULTI-PURPOSE SYNTHETIC TURF FIELD
SK-2,3,3A
o COMPONENTS WELLSPAN TRACT
SK-4 SK-5
SOUTH TRACT
TENTATIVE PROJECT SCHEDULE TURF REPLACEMENT TURF CONSTRUCTION
APPENDIX “A”
www.turftrackandcourt.com
INTRODUCTION: Turf, Track & Court, LLC (TTC), was engaged by The Greencastle-Antrim School District to provide this feasibility study for the analysis, study and planning of certain capital improvements for District Athletic Facilities. The study includes a general stadium facility analysis, turf analysis, replacement planning for the two existing synthetic turf fields, potential new locations for the “North” turf field, development potential for the WellSpan tract and the development potential for the agricultural tract south of Leitersburg Road. Tentative budget costs are assigned to all layout options as well as outlined individual improvements, (i.e. lighting, bleachers, restrooms, etc.). The estimated costs are provided for budgeting purposes, actual costs may vary based upon unknown conditions and current market conditions. EXISTING CONDITIONS
MAIN CAMPUS: Greencastle-Antrim School District 500 East Leitersburg Street Greencastle, PA 17225 Franklin County
Site Location
2
STADIUM: SYNTHETIC TURF
o Turf Manufacturer; o Turf Installed; o Field Size; o Turf Product: o In-Fill System: o Constructed Base: o Primary Use:
UBU Sports Surfaces
2010
90,000 square feet (±)
Monofilament ± 2.5” at installation.
Rubber / Sand Blend
Resilient Base Pad, Stone w/ Drainage
Football, Soccer, Field Hockey, PE Classes, Community
EXISTING CONDITIONS / SITE ANALYSIS The stadium synthetic turf is a monofilament fiber with a rubber / sand infill system. The fiber wear appears to be consistent with this type of turf, its age and use. The expected lifespan of this type of field is 8 – 12 years dependent on use patterns and maintenance procedures. The field was constructed in summer of 2010 indicating it will be entering into its 15 th season of use. The synthetic fiber tops are breaking down as the field ages. Evidence of fiber accumulation during cleaning processes and clumping of fiber along sidelines as it gets pushed from the field of play is a clear indication of fiber breakdown. Also, the existence of the infill / crumb rubber on the surface of the turf indicated the fibers have broken down to a level which cannot accommodate the originally installed infill depth. The most recent G-max report identifies all infill depth at .75” and under. Testing from 2015 indicated an average infill depth of 1.23”, (see Appendix for G-max testing) further indication that fiber breakdown is occurring. G-max testing results are still well withing the ASTM standards, however, footing performance issues are of concern. Following are pictures identifying the described conditions:
3
FIBER BREAKDOWN
INFILL ACCUMULATION
4
INFILL ON SURFACE
ACCUMULATION OF FIBER
5
RUNNING TRACK AND FIELD EVENTS
o 400 Meter, 6 Lane Layout with North-South Orientation o Polyurethane Surface; Base Mat w/ Sealed Structural Spray o Original Construction 2010, Repairs / Resurfaced 2022 +/- o Long / Triple Jump (2) (Southeast “D” Zone) o Pole Vault Runway (Northwest outside of Track) o High Jump Approach (Northwest “D” Zone) o Javelin Runway (Grass) (Southwest Outside of Stadium) o Discus Pad w/ Cage (Concrete) (South Outside of Stadium) o Shot Put Pads (Concrete) (Southeast of Track)
EXISTING CONDITIONS / SITE ANALYSIS The stadium synthetic running track is Polyurethane bound base mat with a sealed structural spray. The surface was resurfaced in the past with a new seal coat and event striping. There are some areas of spike damage on wear locations of the running and jumping surfaces, specifically, sprint starts and jump runways. The spike damage has broken the surface seal and allows moisture to penetrate the surfacing system. Prolonged moisture and freeze – thaw cycles may prematurely reduce the lifespan of the running track.
6
SPRINTS START LINE
SPRINTS START WEAR
7
LONG JUMP RUNWAY WEAR
SPIKE DAMAGE
8
MULTI-PURPOSE SYNTHETIC TURF FIELD o Turf Manufacturer;
UBU Sports Surfaces
o Turf Replaced; o Field Size; o Turf Product: o In-Fill System: o Constructed Base: o Primary Use:
2010
89,000 square feet (±)
Monofilament ± 2.5” at installation
Rubber / Sand
Resilient Base Pad, Stone w/ Drainage
Football, Soccer, Field Hockey, PE Classes, Community
EXISTING CONDITIONS / SITE ANALYSIS The multi-purpose synthetic turf is a monofilament fiber with a rubber / sand infill system. The fiber wear appears to be consistent with this type of turf, its age and use. The expected lifespan of this type of field is 8 – 12 years dependent on use patterns and maintenance procedures. The field was constructed in summer of 2010 indicating it will be entering into its 15 th season of use. The synthetic fiber tops are breaking down as the field continues to age. Evidence of fiber accumulation during cleaning processes and clumping of fiber along sidelines as it gets pushed from the field of play is a clear indication of fiber breakdown. Also, the existence of the infill / crumb rubber on the surface of the turf indicated the fibers have broken down to a level which cannot accommodate the originally installed infill depth. The most recent G-max report identifies all infill depth at .75” and under. Testing from 2015 indicated an average infill depth of 1.21”, (see Appendix for G-max testing) further indication that fiber breakdown is occurring. G-max testing results are still well withing the ASTM standards, however, footing performance issues are of concern. Following are pictures identifying the described conditions:
9
MULTI-PURPOSE FIELD LOOKING WEST
MULTI-PURPOSE FIELD LOOKING EAST
10
WELLSPAN TRACT
o Site Location: ± 614,196 SF (± 14.1 Acres)
EXISTING CONDITIONS / SITE ANALYSIS The WELLSPAN tract is located to the northeast of the main campus. Direct access from a public right-of-way is via Eastern Avenue. The entire site is tree covered with semi-dense underbrush. The site topography varies in elevation from a high of 650 to a low of 635 based upon available survey information. Existing rock outcrops noted throughout. Interstate 81 boarders the eastern property line and poses noise impacts. A gas line also parallels the eastern and southern property lines. An overhead utility line also parallels the eastern property line. Following are pictures identifying the described conditions:
VEGETATIVE COVER
11
ROCK OUTCROPPING
NATURAL GAS LINE
12
GAS / UTILITY LINE RIGHT-OF-WAY
INTERSTATE 81
13
SOUTH TRACT
o Site Location: ± 1,534,135 SF (± 44 Acres)
The South tract is located south of Leitersburg Road from the southeast corner of the main campus. There is currently a gravel driveway access across from the driveway to the Tayamentasachta property. Approximately 90% of the site is under agriculture cultivation. The site topography is rolling and appears to have good development potential. There appears to be a right-of-way in the eastern portion of the site which may restrict some development potential. Following are pictures identifying the described conditions:
EAST-SITE LOOKING WEST
14
MID-SITE LOOKING WEST
MID-SITE LOOKING EAST
15
NORTHEAST CORNER
EXISTING ACCESS
16
IMPROVEMENT OPTIONS / BUDGET COSTS
MAIN CAMPUS
STADIUM:
SYNTHETIC TURF Based upon the fields’ age and fiber condition, it is recommended to replace the turf field as soon as possible. G-max testing is within acceptable limits; however, average turf height is well below original specifications and field performance is likely compromised. Replacement of the turf system consists of removal of turf and infill, inspection of resilient base pad and stone base and repair / replacement as warranted.
Turf Replacement Cost Projections Removal / Disposal
+/- +/-
$ 45,000
Stone Base Repair / Prep.
$5,000
New Base Pad
+/-
$155,000
New Synthetic Turf
+/-
$500,000
Sub-Total: +/-
$550,000 - $705,000
Contingency 15% +/-
$82,500 - $105,750
Estimated Total:
+/-
$632,500 - $810,750
RUNNING TRACK & EVENTS The running track and field event surfaces are showing signs of typical wear and resurfacing should be considered in the near future. There are two basic methods of resurfacing, spray coating and flood & chip. The spray coating is the installation of 1-2 mm of polyurethane sprayed over the existing surface. The flood & chip method provides a 4-5 mm coating of polyurethane and a crumb rubber finished surface. Comparatively, the spray surface should be applied every 5 – 8 years depending on wear and the flood method every 10 – 15 years depending on wear. Track Resurfacing Cost Projections Repairs +/- $ 10,000 Structural Spray Resurfacing. +/- $135,000 Flood & Chip Resurfacing +/- $245,000 Line Striping / Graphics +/- $ 15,000 Sub-Total: +/- $160,000 - $270,000 Contingency 15% +/- $ 24,000 - $40,500 Estimated Total: +/- $184,000 - $310,500
17
STADIUM BLEACHER ADDITION
Additional bleacher seating to be added to the home side is being considered on the eastern side of the existing bleacher structure, between the bleachers and the existing light pole. The area will accommodate a 25’ wide by 15 row unit, approximately 150 seats.
Bleacher Addition Cost Projection Bleachers (150 seats)
+/-
$60,000
Contingency 15% +/-
$ 9,000
Estimated Total:
+/-
$69,000
. STADIUM PERIMETER FENCE REPLACEMENT
The existing stadium perimeter fencing in specific locations is corroded, in disrepair and has exceeded its usable life. Replacement is warranted on the east, west and south sides. Black vinyl fencing is recommended for replacement.
Fencing Replacement Cost Projection Demolition
+/- +/-
$10,000 $72,000 $82,000
Replacement Fencing (+/- 1580’)
Sub-Total: +/-
Contingency 15% +/-
$12,300
Estimated Total:
+/-
$94,300
18
MULTI-PURPOSE SYNTHETIC TURF FIELD: SYNTHETIC TURF
Based upon the fields’ age and fiber condition, it is recommended to replace the turf field as soon as possible. G-max testing is within acceptable limits; however, average turf height is well below original specifications and field performance is likely compromised. Replacement of the turf system consists of removal of turf and infill, inspection of resilient base pad and stone base and repair / replacement as warranted.
Turf Replacement Cost Projections Removal / Disposal
+/- +/-
$ 45,000
Stone Base Repair / Prep.
$5,000
New Base Pad
+/-
$133,500
New Synthetic Turf
+/-
$494,500
Sub-Total: +/-
$544,500 - $678,000
Contingency 15% +/-
$81,675 - $101,700
Estimated Total:
+/-
$626,175 - $779,700
SYNTHETIC TURF RELOCATION (SK - 2)
The relocation of the synthetic turf field due to building additions / parking needs potentially could utilize the area south of the stadium on the existing practice football field. The area is large enough to accommodate the field, however, the construction appears to encroach upon an existing gas line. Gas line right-of-way construction restrictions will need to be explored and identified.
Turf Relocation Cost Projections
Excavation / Topsoil Disposal New Stone Base / Drainage
+/- +/-
$ 65,000 $450,000
New Base Pad
+/-
$133,500
New Synthetic Turf
+/- +/- +/- +/- +/-
$494,500 $550,000 $200,000 $ 75,000 $ 75,000
Field Lighting
Bleachers (500 seat) Stormwater Management
Accessories (fencing, ball control, goals, etc)
Total: +/-
$1,909,500 - $2,043,000
Contingency 15% +/-
$286,425 - $306,450
Estimated Total:
+/-
$2,195,925 - $2,349,450
19
PARKING LOT IMPROVEMENTS (SK - 3)
The construction of a new parking lot for the building additions needs potentially could utilize the area southwest of the stadium on the existing practice football field. A tentative layout identifies the addition of 160 parking spaces with minor encroachment upon an existing gas line. Gas line right-of-way construction restrictions will need to be explored and identified.
Parking Lot Improvement Cost Projections Excavation / Topsoil Disposal
+/- +/- +/- +/-
$ 25,000 $ 450,000 $ 35,000 $ 55,000
New Parking Lot / Drainage Stormwater Management
Accessories (fencing, lighting, etc)
Total: +/-
$ 565,000
Contingency 15% +/-
$ 84,750
Estimated Total:
+/-
$ 649,750
20
PARKING LOT IMPROVEMENTS (SK – 3A)
The construction of a new parking lot for the building additions needs potentially could utilize the area west of the north synthetic turf field. A tentative layout identifies the addition of 108 parking spaces accessing from the existing parking lot.
Parking Lot Improvement Cost Projections Excavation / Topsoil Disposal
+/- +/- +/- +/-
$ 10,000 $ 295,000 $ 25,000 $ 25,000
New Parking Lot / Drainage Stormwater Management
Accessories (fencing, lighting, etc)
Total: +/-
$ 355,000
Contingency 15% +/-
$ 53,250
Estimated Total:
+/-
$ 408,250
21
WELLSPAN TRACT (SK - 4)
The development of improvements on the WELLSPAN tract would provide additional play space and opportunities for District athletes. The site can accommodate one baseball field, one synthetic turf multi-purpose field, restroom / concession / storage building and associated driveways and parking lots. The site’s development constraints include vegetation cover, varying topography, rock outcroppings, perimeter underground gas transmission lines and noise issues with the general location alongside interstate 81.
Improvement Cost Projections
Excavation / Topsoil Disposal
+/- +/- +/- +/- +/- +/- +/- +/- +/-
$ 125,000 $ 450,000 $1,150,000 $ 950,000 $ 280,000 $ 750,000 $ 325,000 $ 100,000 $ 150,000
Baseball Field
Synthetic Turf Field Field Lighting (2 fields) Bleachers (700 seat)
Restroom / Concession Building New Driveway / Parking Lot
Stormwater Management
Accessories (fencing, lighting, etc)
Sub-Total: +/-
$4,280,000
Contingency 15% +/-
$ 642,000
Estimated Total:
+/-
$4,922,000
22
SOUTH TRACT (SK-5)
The development of improvements on the south agriculture tract would provide additional space and opportunities for District athletes. The site can accommodate two baseball fields, two softball fields, two synthetic turf fields, two natural turf fields, six tennis courts, two restroom / concession / storage buildings, a large fieldhouse / athletic building and associated driveways and parking lots. The sites development constraints include an existing right-of-way bisecting the site on the east side. The remainder of the site appears to be unencumbered by constraints and will allow for the systematic development of improvements.
Improvement Cost Projections Excavation
+/- +/- +/- +/- +/- +/- +/- +/- +/- +/- +/- +/- +/-
$1,350,000 $ 900,000 $ 600,000 $2,300,000 $ 150,000 $ 450,000 $2,000,000 $ 400,000 $1,500,000 $5,625,000 $ 925,000 $ 350,000 $ 750,000
Baseball Field (2) Softball Field (2)
Synthetic Turf Field (2) Natural Turf Field (2)
Tennis Courts
Field Lighting (5 fields) Bleachers (1,000 seats)
Restroom / Concession Building
(2)
Athletics Building
New Driveways / Parking Lots Stormwater Management Accessories (fencing, lighting, etc)
Sub-Total: +/-
$17,300,000
Contingency 15% +/-
$ 2,595,000
Estimated Total:
+/-
$19,895,000
23
TENTATIVE PROJECT SCHEDULE TURF REPLACEMENT
March 2024
Authorization of Professional Services
March 2024
Construction Documentation Preparation
April 2024
Advertise for Public Bidding
April 2024
Bids Due
May 2024
School Board Review/ Approval of Bids
May 2024
Contracts Prepared / Signed, Contractor Notice to Proceed
May 2024
Submittals
June 2024
Construction Begins
August 15, 2024
Substantial Completion
24
TENTATIVE PROJECT SCHEDULE TURF CONSTRUCTION
March 2024
Authorization of Professional Services
March - May 2024
Municipal / Regulatory Document Preparation
May 2024
Municipal / Regulatory Agency Submissions
May 2024 – January 2025
Municipal / Regulatory Agency Review Process
December 2024 – January 2025 Construction Documentation Preparation
January 2025
Municipal / Regulatory Agency Approvals
January 2025
Advertise for Public Bidding
February 2025
Bids Due
February 2025
School Board Review/ Approval of Bids
February - March 2025
Contracts Prepared / Signed, Contractor Notice to Proceed
April 2025
Submittals
May 2025
Construction Begins
August 15, 2025
Substantial Completion
25
APPENDIX
ATHLETIC FACILITIES REPORT June 18, 2015
FACILITY INFORMATION Name / Address :
Manufacturer :
Year Constructed :
Square Footage :
UBU Sports Surfaces
2010
89,000
District ’s Stadium Greencastle-Antrim SD 500 E. Leitersburg Street Greencastle, PA 17225
In-Fill Make-Up :
Fiber :
Base :
Turf Height :
Rubber
Monofiliment Stone w/Pad
±2.25” (at install)
Weather Conditions: Start: Partly Sunny, 79°
Field Temp.
Start: 119.37° Finish: 104.33°
Finish: Cloudy, 79°
WORK COMPLETED
Service :
Date Completed
G-Max Testing
06.17.2015
In accordance with ASTM F355-10a and F1936-10 Equipment: Triax 2010 Surface Impact Tester
G-MAX TEST RESULTS SUMMARY
Synthetic Turf :
High Point - # 1 Low Point - # 2
144 G
119 G Overall field G-max Average:
129.90 G
(Based on the 10 locations required for testing).
High Point - # 2 Low Point - # 1
1.35 ” 1.10 ”
Infill depth average:
1.23 ”
(Based on the 10 locations required for testing).
OBSERVATIONS / RECOMMENDATIONS
1.) All test points met the requirement of <200 average g-max when tested in accordance with ASTM F355-10a and F1936-10. 2.) Approximately 20 locations of seam separation noted when conducting service. Recommend comprehensive field review and repair of all identified seams. 3.) Continue to monitor fiber wear. 4.) Field conditioning / deep cleaning recommended for infill distribution, and remove hard and fine contaminants. 5.) Relocate all practice events away from goal creases, use only for competition events. 6.) Field is in its 5 th year of use. Expected field life is 8-12 years. 7.) Annual G- max testing is recommended to monitor the safety of the field’s playability. Testing should be in conformance with ASTM F355-A and ASTM F1936. Annual testing will provide regulated assessment of field condition.
Contact us at: 717.312.3012 www.turftrackandcourt.com
G-MAX TESTING
Greencastle-Antrim - Std.
LOCATION:
UBU Sports Surfaces
TYPE OF TURF:
Partly Sunny, 79°
WEATHER:
717.312.3012
www.turftrackandcourt.com
06.17.15
DATE:
FB, Soccer, FH
LINES
INFILL DEPTH
DROP #
DROP HEIGHT
DROP LOCATION
VELOCITY FIELD TEMP GMAX
feet / second
° F
inches
1
24"
POINT 1
33.6
101.2°
1.10
133
2
24"
Goal Line, End A, center of field
11.5
143
3
24"
11.6
145
Avg.3 & 4
144
4
24"
POINT 2
11.5
99.5°
1.35
110
5
24"
10 Yard Line, End A, 63 ft from center
11.5
118
6
24"
of field to Side C
11.5
120
Avg. 5 & 6
119
7
24"
POINT 3
11.5
102.2°
1.30
118
8
24"
25 Yard Line, End A, 40 ft
11.5
126
9
24"
from center of field to Side C
11.5
129
Avg. 8 & 9
128
10
24"
POINT 4
11.5
96.1°
1.30
116
11
24"
Center of the field
11.5
123
12
24"
11.5
123
Avg. 11 & 12
123
13
24"
POINT 5
11.5
98.3°
1.30
110
14
24"
25 Yard Line, End B, 63 ft
11.5
120
15
24"
from center of field to Side D
11.5
120
Avg. 14 & 15
120
16
24"
POINT 6
11.5
101.3°
1.15
123
17
24"
12 Yard Line, End B, center of field
11.5
131
18
24"
11.5
133
Avg. 17 & 18
132
19
24"
POINT 7
11.5
104.6°
1.20
123
20
24"
Select high-wear area located within
11.5
131
21
24"
the limit but outside the in-bounds lines
11.5
126
Avg. 20 & 21
129
22
24"
POINT 8
11.5
99.7°
1.30
119
23
24"
Select high-wear area located within
11.5
127
24
24"
the limit but outside the in-bounds lines
11.5
127
Avg. 23 & 24
127
25
24"
POINT 9
11.5
105.1°
1.15
130
26
24"
6 ft from the Goal Line to the back of the
11.5
140
27
24"
End Zone, End A, center of field
11.5
143
Avg. 26 & 27
142
28
24"
POINT 10
11.5
104.1°
1.15
130
29
24"
6 ft from the back of the End Zone to the
11.5
137
30
24"
Goal Line, End B, center of field
11.6
136
Avg. 29 & 30
137
Notes : Test results reported herein reflect the performance of the points tested, at the time of testing and at the temperature(s) reported.
Overall field G-max Average:
129.90 G
(Based on the 10 locations required for testing). (Based on the 10 locations required for testing).
Infill depth average:
1.23 "
717.312.3012
END B
10
137
6
132
5
120
8
127
4
123
7
129
3
128
2 119
9 1
144
142
END A
ATHLETIC FACILITIES REPORT June 18, 2015
FACILITY INFORMATION Name / Address :
Manufacturer :
Year Constructed :
Square Footage :
UBU Sports Surfaces
2010
90,000
District ’s Practice Field Greencastle-Antrim SD 500 E. Leitersburg Street Greencastle, PA 17225
In-Fill Make-Up :
Fiber :
Base :
Turf Height :
Rubber
Monofiliment Stone w/Pad
±2.25” (at install)
Weather Conditions:
Field Temp.
Start: Mostly Sunny, 73° Finish: Partly Sunny, 77°
Start: 115.97° Finish: 114.50°
WORK COMPLETED
Service :
Date Completed
G-Max Testing
06.17.2015
In accordance with ASTM F355-10a and F1936-10 Equipment: Triax 2010 Surface Impact Tester
G-MAX TEST RESULTS SUMMARY
Synthetic Turf :
High Point - # 2 Low Point - # 7
128 G
113 G Overall field G-max Average:
120.95 G
(Based on the 10 locations required for testing).
High Point - # 7
1.35 ” 1.10 ”
Low Point - # 4 & 6
Infill depth average:
1.21 ”
(Based on the 10 locations required for testing).
OBSERVATIONS / RECOMMENDATIONS
1.) All test points met the requirement of <200 average g-max when tested in accordance with ASTM F355-10a and F1936-10. 2.) Approximately 10 locations of seam separation noted when conducting service. Recommend comprehensive field review and repair of all identified seams. 3.) Continue to monitor fiber wear. 4.) Field conditioning / deep cleaning recommended for infill distribution, and remove hard and fine contaminants. 5.) Relocate all practice events away from goal creases, use only for competition events. 6.) Field is in its 5 th year of use. Expected field life is 8-12 years. 7.) Annual G- max testing is recommended to monitor the safety of the field’s playability. Testing should be in conformance with ASTM F355-A and ASTM F1936. Annual testing will provide regulated assessment of field condition.
Contact us at: 717.312.3012 www.turftrackandcourt.com
G-MAX TESTING
Greencastle-Antrim - Pract.
LOCATION:
UBU Sports Surfaces
TYPE OF TURF:
Mostly Sunny, 73°
WEATHER:
717.312.3012
www.turftrackandcourt.com
06.17.15
DATE:
FB, Soccer, F.H.
LINES:
INFILL DEPTH
DROP #
DROP HEIGHT
DROP LOCATION
VELOCITY FIELD TEMP GMAX
feet / second
° F
inches
1
24"
POINT 1
11.5
92.3°
1.15
110
2
24"
Goal Line, End A, center of field
11.5
114
3
24"
11.5
113
Avg.3 & 4
114
4
24"
POINT 2
11.5
89.8°
1.20
117
5
24"
10 Yard Line, End A, 63 ft from center
11.5
127
6
24"
of field to Side C
11.5
128
Avg. 5 & 6
128
7
24"
POINT 3
11.5
93.4°
1.25
115
8
24"
25 Yard Line, End A, 40 ft
11.6
125
9
24"
from center of field to Side C
11.5
129
Avg. 8 & 9
127
10
24"
POINT 4
11.6
94.9°
1.10
118
11
24"
Center of the field
11.5
122
12
24"
11.6
120
Avg. 11 & 12
121
13
24"
POINT 5
11.4
89.6°
1.25
105
14
24"
25 Yard Line, End B, 63 ft
11.5
114
15
24"
from center of field to Side D
11.4
116
Avg. 14 & 15
115
16
24"
POINT 6
11.4
93.9°
1.10
120
17
24"
12 Yard Line, End B, center of field
11.5
126
18
24"
11.4
124
Avg. 17 & 18
125
19
24"
POINT 7
11.5
93.6°
1.35
101
20
24"
Select high-wear area located within
11.5
112
21
24"
the limit but outside the in-bounds lines
11.5
114
Avg. 20 & 21
113
22
24"
POINT 8
11.5
94.4°
1.30
113
23
24"
Select high-wear area located within
11.5
121
24
24"
the limit but outside the in-bounds lines
11.5
122
Avg. 23 & 24
122
25
24"
POINT 9
11.5
94.4°
1.20
113
26
24"
6 ft from the Goal Line to the back of the
11.5
120
27
24"
End Zone, End A, center of field
11.5
120
Avg. 26 & 27
120
28
24"
POINT 10
11.5
93.4°
1.20
116
29
24"
6 ft from the back of the End Zone to the
11.5
127
30
24"
Goal Line, End B, center of field
11.5
125
Avg. 29 & 30
126
Notes : Test results reported herein reflect the performance of the points tested, at the time of testing and at the temperature(s) reported.
Overall field G-max Average:
120.95 G
(Based on the 10 locations required for testing). (Based on the 10 locations required for testing).
Infill depth average:
1.21 "
717.312.3012
END B
10
126
6
125
5
115
8
122
4
121
7
113
3
127
2 128
9 1
114
120
END A
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