826 Ocean Blvd RES23-0133 - Moisture Density Report LEGACY6415 Greenland Road
Jacksonville, FL 32258
ENGINEERING, INC
904-721-1100 Office
(iealechnical h_11akericds Engineering and Testing
Report Of: Moisture Density Relationship of Soils (Proctor) and Fines Content Lab No: 96259
Report No: 001
Project No: 23-2062 Page 1 of 1
Client: Allsite Contracting, Inc. Project: Union St Terminal
5845 Cisco Dr. W.
Jacksonville, FL 32219
Report Date: 01/25/2023
Location: Fill- Stockpile Site 1 Sample Date: 01/23/2023
Sampled By: Client
By Order Of: Brendan
Maximum Laboratory Dry Density, pcf: 101.8
Optimum Moisture Content, %: 14.6
100%Saturation
SG=2.65 Soil Proserties Sieve Anal sis
Estimated
Description: Light Brown and Tan Fine
Sand
Fines Content. %: 1.9
101 Group Symbol: SP
AASHTO: A-3
o
S 10 15 20
Moisture Content 1%)
Date Compacted: 01/24/2023
Tested By: Jacob Pennington
Test Method: ASTM D1140, ASTM D-1557
Ong.Allsite Contracting.Inc. (1-ec copy)
1-cc Laboratory Respectfully Submitted.
Legacy Engineering. Inc.
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Marshall E.Collingwood,tMT Manager-RFI#4PF4MR
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES.NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.