5-Ridgeline 2026-06-10 RPT CCSD 102042-Ridgeline High School Stadium Field Condition Assessment reduced.pdf
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- Attached to
- ARTIFICIAL TURF MAINTENANCE AND REPAIRS
- Solicitation number
- CCSD-TURF110826
- Issued by
- Utah
About this file
Summary
This is a field condition assessment report prepared by Firefly Sports Testing for the Ridgeline High School Stadium Field located at 180 North 300 West, Millville, Utah 84326, commissioned by the Cache County School District. The assessment was conducted on June 10, 2026, and finalized on June 22, 2026, utilizing standardized testing protocols to evaluate the synthetic turf field's condition across nine surface properties. Testing included impact attenuation measurements (Critical Fall Height and g-max values), player interaction metrics (Force Reduction, Vertical Deformation, and Rotational Resistance), ball interaction performance (Vertical Ball Rebound and Horizontal Ball Roll), and surface regularity assessments. The field features a rubber and sand infill system with an average infill depth of 37 millimeters across ten primary test locations and 36 millimeters across an additional forty distributed locations.
The overall condition assessment scorecard yielded a failing grade of F with a total score of 58 percent. The field's most critical deficiencies include poor Critical Fall Height performance (average 0.88 meters versus recommended greater than 1.3 meters), weak Force Reduction ratings (average 53 percent), and significant surface regularity issues with seventeen deviations identified, including loose fibers across the entire field, worn fiber areas with exposed backing, seam gaps, matted fibers, and multiple low spots ranging from 11 to 16 millimeters. While the field demonstrated excellent performance in Vertical Deformation (100 percent score) and strong infill depth consistency (97 percent score), the combined impact and surface defects indicate the field requires substantial corrective maintenance and localized repairs to extend operational service life by one to two additional seasons.
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ON-SITE TESTING
CONDITION ASSESSMENT
Unit D5●78 Londonderry Tpk●Hooksett●NH●03106
(603) 715-5453 ● contact@fireflysportstesting.com
Project Information
Job No 102042/12216s Test Date 6/10/2026
Field Reference Ridgeline High School
Stadium Field Client
Cache Country School District
Field Address 180 North 300 West Millville, UT 84326
Client Address 84 E 2400 North
North Logan, UT 84341
Report Date 6/22/2026 Project Manager Michael Rocheleau
Report Status Final Technician(s) Keegan Sanborn
Brian Carter
Substrate Type n/a Field Orientation End A= South
Product Name n/p Infill Type Rubber & Sand
Pile Height (mm) n/p Shock Pad None
AM PM AM PM
Air Temperature (°F) n/a 70 Humidity (%) n/a 19
Surface Temperature (°F) n/a 108.3 Wind Speed (mph) n/a 14
Weather Conditions Clear & Sunny Test Condition Dry Notes:
1. This report has been prepared by Firefly Sports Testing with all reasonable skill, care and diligence within the terms of the contract with the Client and within the limitations of the resources devoted to it.
2. This report is confidential to the Client and Firefly Sports Testing accepts no responsibility whatsoever to third parties to whom this report, or any part thereof, is made known. Any such party relies upon the report at their own risk.
3. This report shall not be used for engineering or contractual purposes unless signed by the Author and the Checker and unless the report status is “Final.”
Background Firefly Sports Testing was commissioned to perform this on-site condition assessment per the protocol developed by Firefly Sports Testing. Standard test methods are performed together and held against a scoring system to provide a quantitative look at a range of important attributes. This broader perspective allows for more informed decision making.
Assessment Introduction At Firefly Sports Testing we understand the need for a qualitative approach to a quantitative assessment of sports surface condition. Therefore, we have created our surface scorecard condition assessment program. We have used our experience of testing thousands of surfaces to provide a qualitative look at surface condition using quantitative indicators.
This report has two main parts. The first part is the surface scorecard. This surface scorecard is a subjective scoring system that uses criteria based on commonly accepted ranges regardless of age to assess field condition.
Our surface scorecard is a cumulative point system that will yield a letter grade to reflect your surface's condition. The points awarded are based on 9 different surface properties tested / measured on-site. The results from each test are measured against four corresponding ranges of values to score each result. The ranges are classified as Poor (0 points), Fair (1 point), Good (2 points) and Excellent (3 points). This can be viewed in the results criteria.
Since each property has a different importance, it is assigned a "weight factor" based on the intended use and significance to the overall condition of the surface. For example, the impact safety tests have the highest weight factor. The weight factor can be viewed in the scorecard table.
The second part of this report contains background information and results graphs for each test performed. If you are not familiar with surface performance testing, then part 2 might be a good place to start to gain an understanding of the tests applied to the surface scorecard.
Table of Contents Project Information Background Assessment Introduction Overall Photos Location Map Overall Results Part 1: Condition Assessment Criteria Condition Assessment Results Condition Assessment Scorecard Part 2: Individual Test Background and Results Graphs HIC Critical Fall Height (Hemispherical Drop Form) – ASTM F3146 Turf Impact Attenuation (g-max) – ASTM F1936 Force Reduction – ASTM F3189 Advanced Artificial Athlete Protocol Vertical Deformation - ASTM F3189 Advanced Artificial Athlete Protocol Rotational Resistance – EN 15301-1 Vertical Ball Rebound - EN 12235 Horizontal Ball Roll - EN 12234 Infill Depth Evaluation – EN 1969 40 Infill Depth Evaluation – EN 1969 Surface Regularity – EN 13036-7 Testing Location Photo Sequence End of Report
Methods used within this assessment:
Test Type Test Method Test Description
Critical Fall
Height
ASTM F3146-18
Standard Test Method for Impact Attenuation of Turf Playing Systems Designated for Rugby g-max ASTM F1936-19 Standard Specification for Impact Attenuation of Turf Playing Systems as
Measured in the Field
Infill Depths EN 1969:2000 Surfaces for Sports Areas – Determination of Thickness of Synthetic Sports
Surfaces
AAA ASTM F3189-20
Standard Test Method for Measuring Force Reduction, Vertical Deformation, and
Energy Restitution of Synthetic Turf Systems Using the Advanced Artificial Athlete
Vertical Ball
Rebound EN 12235:2013 Surfaces for Sports Areas – Determination of Vertical Ball Behavior.
Ball Roll EN 12234:2013 Surfaces for Sports Areas – Determination of Ball Roll Behavior
Modified: windspeeds exceeded maximum velocity during time of testing
Rotational
Resistance
EN 15301-1:2007
Surfaces for Sports Areas- Part 1: Determination of Rotational Resistance
Modified: Lightweight rotational resistance apparatus used
Planarity EN 13036-7:2003 Road and Airfield Surface Characteristics – Irregularity Measurement of
Pavement Courses – The Straightedge Test
For the benefit of comparison, each of these tests were performed on the same locations specified by ASTM F1936.
Therefore, many of these methods Results graphs and background information can be found in part 2 of this report.
Overall Photos
Location Map
Overall Results Below are the results of each of the tests performed per location along with a field average. Background and results graphs for each test can be found in part 2 of this report.
Property Test Position
1 2 3 4 5 6 7 8 9 10 Avg
Critical Fall Height (m) 0.84 0.91 0.86 0.81 0.93 0.82 0.90 0.90 0.94 0.89 0.88
F1936 g-max (g's) 148 139 132 168 133 135 146 144 127 138 141
Infill Depth (mm) 36 38 36 33 38 38 37 37 37 36 37
Force Reduction (%) 47 56 53 50 57 52 52 56 53 54 53
Vertical Deformation (mm) 5.8 7.3 7.1 6.3 7.7 6.6 6.6 7.5 6.8 6.9 6.8
Vertical Ball Rebound (m) 0.89 0.91 0.84 1.01 0.89 0.84 0.99 0.89 0.96 0.95 0.92
Horizontal Ball Roll (m) 10.3 10.0 10.3 11.5 10.0 10.5 9.0 9.2 9.6 12.1 10.2
Rotational Resistance (Nm) 32 28 27 33 26 28 29 26 31 27 29
Part 1: Condition Assessment Criteria
Legend Excellent Good Fair Poor
3pts 2pts 1pt 0pts
Property This criteria is based on commonly accepted ranges applicable regardless of age.
Impact Tests
Critical Fall Height (m) < 0.80 0.80 to 0.99 1.00 to 1.30 > 1.30
F1936 G-max (g's) < 120 120 to 165 166 to 200 > 200
Player Interaction
Force Reduction (%) < 50 50 to 54 55 to 59 60 to 70 71 to 75 > 75
Vertical Deformation (mm) < 3.0 3.0 to 3.9 4.0 to 4.9 5.0 to 10.0 10.1 to 11.0 11.1 to 12.0 > 12.0
Rotational Resistance (Nm) < 20 20 to 24 25 to 29 30 to 45 46 to 50 51 to 55 > 55
Ball Interaction
Vertical Ball Rebound (m) < 0.50 0.50 to 0.54 0.55 to 0.59 0.60 to 0.85 0.86 to 1.00 1.01 to 1.10 > 1.10
Horizontal Ball Roll (m) < 3.0 3.0 to 3.9 4.0 to 4.9 5.0 to 8.0 8.1 to 10.0 10.1 to 12.0 > 12.0
Infill Deviation and Surface Regularity
Infill Deviation from avg (mm)
< 2.0 2.0 to 5.0 5.1 to 8.0 > 8.0
Surface Regularity # of deviations found
0 1 to 4 5 to 9 > 10
Condition Assessment Results
Property Test Position
1 2 3 4 5 6 7 8 9 10 Avg Min Max
Impact Tests
Critical Fall Height (m)
0.84 0.91 0.86 0.81 0.93 0.82 0.90 0.90 0.94 0.89 0.88 0.81 0.94
F1936 g-max (g's) 148 139 132 168 133 135 146 144 127 138 141 127 168
Player Interaction
Force Reduction (%) 47 56 53 50 57 52 52 56 53 54 53 47 57
Vertical Deformation (mm)
5.8 7.3 7.1 6.3 7.7 6.6 6.6 7.5 6.8 6.9 6.9 5.8 7.7
Rotational Resistance (Nm)
32 28 27 33 26 28 29 26 31 27 29 26 33
Ball Interaction
Vertical Ball Rebound (m)
0.89 0.91 0.84 1.01 0.89 0.84 0.99 0.89 0.96 0.95 0.92 0.84 1.01
Horizontal Ball Roll (m)
10.3 10.0 10.3 11.5 10.0 10.5 9.0 9.2 9.6 12.1 10.2 9.0 12.1
Infill Deviation and Surface Regularity
Infill Deviation from avg (mm)
0.6 1.4 0.6 3.6 1.4 1.4 0.4 0.4 0.4 0.6 1.1 0.4 3.6
Surface Regularity # of deviations found
This test is not location dependent and applies a uniform score based on the # of deviations.
Condition Assessment Scorecard
The criteria is based on commonly accepted ranges applicable regardless of age.
Property
Weight Factor
Test Position Score %
1 2 3 4 5 6 7 8 9 10
Impact Tests
Critical Fall Height (m)
17.5% 1 1 1 1 1 1 1 1 1 1 10 / 30 33%
F1936 g-max (g's) 17.5% 2 2 2 1 2 2 2 2 2 2 19 / 30 63%
Player Interaction
Force Reduction (%) 12.5% 0 2 1 1 2 1 1 2 1 1 12 / 30 40% Vertical Deformation
(mm) 12.5% 3 3 3 3 3 3 3 3 3 3 30 / 30 100%
Rotational Resistance (Nm)
12.5% 3 2 2 3 2 2 2 2 3 2 23 / 30 77%
Ball Interaction
Vertical Ball Rebound (m)
7.5% 2 2 3 1 2 3 2 2 2 2 21 / 30 70%
Horizontal Ball Roll (m)
7.5% 1 2 1 1 2 1 2 2 2 0 14 / 30 47%
Infill Deviation and Surface Regularity
Infill Deviation from avg (mm)
5.0% 3 3 3 2 3 3 3 3 3 3 29 / 30 97%
Surface Regularity # of deviations found
7.5% 0 This test is not location dependent and applies a uniform score based on the # of deviations.
0 / 3 0%
Total Score: 58%
Grade: F
Part 2: Individual Test Background and Results Graphs
HIC Critical Fall Height (Hemispherical Drop Form) – ASTM F3146 The ASTM F3146 standard establishes a test method to be used when testing a synthetic turf field’s impact attenuation property for assessing its suitability for rugby and other sports. The method is similar to the method commonly used for assessing playground surfacing in the United States. The test device calculates the Head Injury Criteria (HIC). This is used to gauge the probability of head injury potential resulting from a surface impact. This device is a hemispherical 10 Ib “drop form” with a tri-axial accelerometer. The hemisphere is dropped from (4) different heights to determine the height at which the HIC would be 1000. This height is referred to as the critical fall height. It is recommended that the critical fall height values be greater than 1.3 m. The critical fall heights determined can be found in the graphs below and the Overall Results table above.
Avg: 0.88
Min:
0.81
Max:
0.94
0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30 1.40 1.50 1.60 1.70 1.80 1.90 2.00
Critical Fall Height (m)
0.84
0.91 0.86
0.81
0.93
0.82
0.90 0.90 0.94
0.89 0.88
0.50
0.70
0.90
1.10
1.30
1.50
1.70
1.90
1 2 3 4 5 6 7 8 9 10 Avg
C ri ti ca l F al l H ei gh t
(m
Location Number
Average HIC Critical Fall Height per Location
Turf Impact Attenuation (g-max) – ASTM F1936 The ASTM F1936 impact attenuation test method specifies the official device / method for assessing the hardness of synthetic turf athletic fields. It is used to gauge impact attenuation based on a predetermined head / body impact. The device uses a 20 Ib “drop form” with a tri-axial accelerometer dropped from a height of 24 in. The ASTM recommends that the g-max values be less than 200 g’s. The results can be found in the graphs below and the Overall Results table above.
Avg: 141
Max:
60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 g-max (g's)
133 135
146 144
138 141
1 2 3 4 5 6 7 8 9 10 Avg g -m ax g 's
Average g-max per Location
Force Reduction – ASTM F3189 Advanced Artificial Athlete Protocol Force Reduction measures the shock absorption provided by the surface to a player under foot as they run. A lower value describes a surface that is harder underfoot and higher value describes a surface that is softer underfoot. As a field ages, these values will become harder (lower) over time. The results can be found in the graphs below and the Overall Results table above.
Avg: 53
Max:
35 40 45 50 55 60 65 70 75 80 Force Reduction (%)
52 52
54 53
1 2 3 4 5 6 7 8 9 10 Avg
Fo rc e R ed u ct io n
Average Force Reduction per Location
Vertical Deformation - ASTM F3189 Advanced Artificial Athlete Protocol Vertical Deformation measures the amount a surface compresses as an athlete runs across it. This value is often related to speed of play and surface stability. As a field ages, these values will become lower over time. The results can be found in the graphs below and the Overall Results table above.
Avg: 6.9
5.8
Max:
7.7
2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0
Vertical Deformation (mm)
5.8
7.3 7.1
6.3
7.7
6.6 6.6
7.5
6.8 6.9 6.8
0.0
2.0
4.0
6.0
8.0
10.0
12.0
14.0
16.0
1 2 3 4 5 6 7 8 9 10 Avg
V er ti ca l D ef o rm at io n m m
Average Vertical Deformation per Location
Rotational Resistance – EN 15301-1 Rotational Resistance measures the torsional resistance of a weighted apparatus with a standard cleat pattern that is rotated on a surface. The resistance is measured 5 times at each test location. A lower value reflects a surface with a low level of cleat release and a higher value describes a surface with more “grab” or cleat resistance. Please note that this test reflects the characteristics of the surface and does not take the athletes footwear into account. Footwear can dramatically impact the resistance experienced by an athlete. The results can be found in the graphs below and the Overall Results table above.
Avg: 29
Max:
15 20 25 30 35 40 45 50 55
Rotational Resistance (Nm)
1 2 3 4 5 6 7 8 9 10 Avg
R o ta ti o n al R es is ta n ce
N m
Average Rotational Resistance per Location
Vertical Ball Rebound - EN 12235 Vertical Ball Rebound measures how high the ball bounces when falling vertically onto a synthetic turf field. A calibrated ball is released from 2 meters and the height of its rebound from the surface is calculated. Typically, as a field ages, these values will increase over time. The results can be found in the graphs below and the Overall Results table above.
Avg: 0.92
0.84
Max:
1.01
0.40 0.45 0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00 1.05 1.10 1.15 1.20
Vertical Ball Rebound (m)
0.89 0.91
0.84
1.01
0.89
0.84
0.99
0.89
0.96 0.95 0.92
0.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
1 2 3 4 5 6 7 8 9 10 Avg
V er ti ca l B al l R eb o u n d m
Average Vertical Ball Rebound per Location
Horizontal Ball Roll - EN 12234 Horizontal Ball Roll measures the distance a ball rolls on synthetic turf. A calibrated ball is rolled off a specified ball ramp.
The ball is rolled 3 times in 4 directions at each location. These values are used to determine the location average. The results can be found in the graphs below and the Overall Results table above.
Avg: 10.2
9.0
Max:
12.1
3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 15.0 16.0
Horizontal Ball Roll (m)
10.3 10.0
10.3
11.5
10.0
10.5
9.0 9.2 9.6
12.1
10.2
0.0
2.0
4.0
6.0
8.0
10.0
12.0
14.0
16.0
1 2 3 4 5 6 7 8 9 10 Avg
H o ri zo n ta l B al l R o ll (m
Average Horizontal Ball Roll per Location
Infill Depth Evaluation – EN 1969 Infill depth measurements were taken at each location. This test determines the depth and distribution of infill. A lack of infill and/or an uneven distribution of infill can lead accelerated fiber degradation and differential wear. The results can be found in the graphs below and the Overall Results table above. Additional infill depth information has been included on the following page.
Avg: 1.1
0.4
Max:
3.6
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0
Infill Deviation From avg (mm)
38 38 37 37 37
36 37
1 2 3 4 5 6 7 8 9 10 Avg
In fi ll D ep th m m
Infill Depth per Location
40 Infill Depth Evaluation – EN 1969 Additional infill depth measurements were taken at each of 40 locations distributed evenly across the field. These results are supplemental to the 10 infill depths included in the Overall Results table. The results and location map can be found below.
Average (min) Range (max)
Infill Depth (mm) 36 33 to 39
Surface Regularity – EN 13036-7
This test evaluates the planarity and evenness of a surface. A 3-meter straight edge is used to check for positive and negative deviations greater than 10 mm across the entire field of play. A reference map can be found below.
X Y Depth (mm)
Length, X (ft)
Width, Y (ft)
Deviation Type Comments
C.5-M 2-6.5 360 180 FL- Loose Fibers Across entire field
J.7 4.5 2 1 DO-Other Repair
J.4 4.5 1 3.5 FW - Worn Fibers (High wear) Exposed backing
J.7 4.5 2 1 DO-Other Discoloration - Left of Center, End A 15-yard line to 40 yard across half-line
J.4 4.5 1 3.5 DO-Other Discoloration - Right of Center, End A 20-yard line to 30 before half-line
J.2 4.9 135 20 SG – Gap in seam
I.9 3.8 30 10 DO-Other Discoloration - Center of field, End B 30-yard line to 10 yard line
C.5-M 2-6.5 360 180 DO-Other Matted fibers
F.9 5.5 11 2 1 Lxx – Low spot of -XX mm
H.1 5.2 11 1.5 1 Lxx – Low spot of -XX mm
F.1 4.8 11 1.5 1.5 Lxx – Low spot of -XX mm
G.0 4.8 16 2 1.5 Lxx – Low spot of -XX mm
I.3 4.5 15 1.5 1.5 Lxx – Low spot of -XX mm
G.4 4.5 12 1 1.5 Lxx – Low spot of -XX mm
I.2 4.2 12 1 1.5 Lxx – Low spot of -XX mm
H.7 3.5 12 1 1 Lxx – Low spot of -XX mm
H.8 3.5 14 1 1.5 Lxx – Low spot of -XX mm
Testing Location Photo Sequence Photos have been taken at each location and are displayed below.
Location #1
Location Map 3” to 6” Height Photo
Shin Height Photo Chest Height Photo
Location #2
Location #3
Location #4
Location #5
Location #6
Location #7
Location #8
Location #9
Location #10
End of Report
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