YMCA-LR 991227G · GEOTECHNICAL ENGINEERING
E - ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
I
E i .CONSTRUCTIONMATERIALSTESTING
10046 Monroe Drive · Dallas, Texas 75229 · ,:..214) 352-5433 · Fax ,:.214) 352-6972
MOISTURE DENSITY RELATIONSHIP REPORT
December 27. 1999 Project No: 299-0422
'F~st Report Date:
Client: Coppell Family YMCA Moisture Report No. 1
5,alnple Date: December 22. t999
pro~ect: Coppell YMCA Parking Lot Addition
7dcntil-~cauon: Moisture Density Relationship
['cst Procedurc-: ASTM D698
';'cst Rcsuh~,:
Method ......................................... A
Optimum Moisture Content ........................... 19. I percent
Maximum I)ensit', ................................ 100.8 pounds per cubic foot
P, ammer Type .................................... Manual
.Material De.,,cription .............................. Dark Brown and Gray Sandy Clay
............................................. (lime treated)
Material Origin ................................... 140' N. of SW corner of parking
............................................. addition: N. of YMCA building
:Moisture Preparation Procedure ......................... Air Dry
Liquid Limit ..................................... 34
Plastic Limit ................................... 25
Plasticity Index ................................... 9
Technician: AT
cc: Mr. Curt [lazelbaker - Coppell Family YMC.\
Nit'. Kn'k Woltman - Hill & Wilkinson. Inc.-Fax 972-.'745-0063
Mr. Bill Anderson- Dowdey Anderson-Fax 972-931-9538
Mr. Ken Griffin - Cit.,.' of Coppell
! G · GEOTECHNICAL ENGINEERING
. o ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
E· CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY 'AND MOISTURE OF SOIL
Density Report No. 1 ,_99-04~:_) Method: ASTM D2922 D3017 D698 Page I of 1
Client: Coppell Family YMCA Materml Descr~otmn Maximuln Opmnum
Dry Motsmre
Density Content
Project: Coppell YMCA Parking Lot ~LbsiCuFt) Percent
Addition
1. Dark Brown & Gray Sandy Clay 0ime treated) 100.8 19.1
Test Date: December 27. 1999
Report Date: l)ecember 28. 1999
Rcqmrcd Dcn:.itx . '7 ): 95% - IO5%
Reqmred 5,-1,,sturc ici. ,: Opt ___2%
x,, '. Dr5 Dc~1511~ MOiStbrc
~ { Paving Suhgrade- Lime Freated
South ctld ~ff' parking area 100.7 2 I. i 99.9
] Paving Subgrade - Lime Treated
- ~1 North end ~)r' parking area i01.1 !8.8 100.3
I
Tcst~ meet project specifications
5.1r. Cu'.'t ltazeibaker - Coppell Family YMCA
Mr. Kirk W,:ltman - Hill & Wilkinson. Inc. - Fax 972-745-0063
\Ir. Bill .-X,~derso,l- Dowdev Anderson - Fax 972-931-9538
\Ir. Ken Griffin - City of Coppeil