Fairways_Topdressing_Spec_DGI_K-Sand_2023_(1).pdf

PDF 175 KB Posted

Attached to
SUPPLY OF GRASS SEED, FERTILIZER, HERBICIDES, FUNGICIDES, INSECTICIDES, INFIELD MIX, TOP DRESSING & BUNKER SAND
Solicitation number
BID-2024-103
Issued by
Ocean County, New Jersey

About this file

This document is a soil testing report from A. McNitt & SerenSoil Testing for a sample of K-Sand submitted by Davisson Golf, Inc., dated January 28, 2023. The report provides a comprehensive particle size and physical properties analysis of the sand sample, which appears to be intended for use in golf course maintenance or construction, specifically as a topdressing material for a potential contract with the Township of Toms River in New Jersey.

The soil analysis demonstrates that the K-Sand sample meets most United States Golf Association (USGA) specifications, with 95.7% sand composition, angular to medium sphericity, and favorable physical properties. Key metrics include a bulk density of 1.44 g/cm³, total porosity of 45.5%, and hydraulic conductivity of 36.4 in/hr. The sample contains minimal gravel (0.0%), silt (3.0%), and clay (1.3%), with the majority of sand particles falling in the medium sand size range (0.5 - 0.25 mm) at 57.8%. The organic matter percentage is exceptionally low at 0.17%, which indicates a clean, pure sand product suitable for professional golf course maintenance.

View the file

Other files

On GovTribe

Work with this file

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

Text version

Sample:

DGI K-Sand Date Received: 28-Jan-23 Sample Submitted By: Davisson Golf, Inc. Testing Dates: 1/28-2/1

Report Date: 1-Feb-23 Particle Size Analysis

% Gravel 0.0% % Sand 95.7% % Silt 3.0% % Clay 1.3%

Sand Sieve Size Analysis (ASTM F-1632-03)

(No. 10) Gravel (> 2.0 mm) 0.0% <3% (No. 18) Very Coarse Sand (2.0 - 1.0 mm) 0.3%

(No. 35) Coarse Sand (1.0 - 0.5 mm) 8.7% (No. 60) Medium Sand (0.5 - 0.25 mm) 57.8%

(No. 100) Fine Sand (0.25 - 0.15 mm) 23.7% <20% (No. 270) Very Fine Sand (0.15 - 0.05 mm) 5.2% <5%

Silt (0.05 - 0.002 mm) 3.0% <5% Clay (< 0.002 mm) 1.3% <3%

Angularity / Sphericity Acid Reaction D15 D85 Cu Angular / Medium Sphericity None 0.17 mm 0.47 mm 2.1

USGA: 1.8 - 3.5

Physical Properties (ASTM F-1815-11)

Air-filled Capillary Hydraulic Bulk Density Total Porosity Porosity Conductivity

(g/cm3) Porosity at 30 cm at 30 cm in/hr

1.44 45.5% 24.4% 21.1% 36.4

USGA Specifications: 35 - 55% 15 - 30% 15 - 25% ≥ 6 in/hr

Particle Density (g/cm3) 2.64 0.17%

Comments Organic Matter % (LOI)

Sample tested as received. USGA specifications are shown for reference.

(ASTM F-1647-11, Method A)

USGA Specifications Maximum 10% combined

Minimum 60% combined

Maximum 10% combined

A. McNitt & SerenSoil Testing andy@turfsoiltesting.com tom@turfsoiltesting.com

1338 Deerfield Drive State College, PA 16803 www.TurfSoilTesting.com 610-360-5985

A. McNitt and SerenSoil Testing, LLC, 1338 Deerfield Drive, State College, PA 16803, 610-360-5985

1 all in one spec

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