First United-LR 980707G ° GEOTECHNICAL ENGINEERING
E GEE Consultants, Inc.
Ei ° CONSTRUCTION ,MATERIALS TESTING
10046 Monroe Drive · Dallas, Texas 75229 · ~.214) 352-5433 · Fax ...214'~
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 1 (298-0275) Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: First L'nited Methodist Church Material Description Maximum Opnmum
Dry Moisture
Deasity Conten:
Project: First United Methodist Church ~,Lbs:CuFt) Percent
Test Date: July ~ 1998 1. Gray Clayey Sand(Natural) 96.3 18.2
- -: 2. Fill Material 103.6 16.2
3. Dark Brown & Light Brown Brown Clay w:occasional 94.1 24.0
Report Date: July 7, 1998 calcareous nodules
4. Dark Brown Clay 91.2 2-: 5
Required Density (%): 95% to 105%
Required Moisture (%): opt +5%:
opt +3%(select fill)
Mat Location~Eievation cand,'or) L:t't la-Place [n-P!ace Percev. t
Test No. D.%_' Density Moistare Compacuon
No. ~'LbsiCuFt) Content i. ~ }
Probe
Dept
1 Natural (Pond subgrade)
1 45' S. & 45' W. of Heartz:Vanbebber corner 98.1 20.1 101.8
6"
1 Natural (Pond subgrade)
2 18' S. & 45' W. of Heartz/Vanbebber comer 93.5 19.4 97.1
6"
2 2nd Lift - (Fill)
3 210' S. & 174' W. of Heartz/Vanbebber comer 106.0 15.9 102.4
6"
4 2nd Lift - (Fill)
4 170' S. & 184' W. of Heartz/Vanbebber comer 92.7 20.8 101.6
6"
l'ests meet project specifications
cc: Ms. Lynn Johnson - First United Methodist Church
Mr. Charles Harper - Harper Perkins Architects
Mr. Larry, Davis - Ci~' of Coppell
Mr. Bill Anderson - Dowdey. Anderson & Associates, Inc.
Our letters and repor~ are for the exclusive use of the client :o whom they are addressed. The use of our ~l~ne mast receive our prior wriaen approval. Our
letter~ and reports apply only to the sample tested and Jot inspected, and are not necessarily indicative of the quantities of apparently identical or similar products.
E GEE Consultants, Inc.
E ° MATERIALS TESTING
CONSTRUCTION
10046 Monroe Drive · Dallas, Texas 75229 ° '21 ~) 352-$433 ° Fax !'214) 352-6972
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date:July 7, 1998 Project No: 298-0275
Client: First United Methodist Church Moisture Report No. 4
Sample Date: July 2, 1998
Project: First United Methodist Church
Coppell, Texas
Identification: Moisture Density Relationship
Test Procedure: ASTM D698
Test Results:
Method ..................................... A
Optimum Moisture Content ......................... 24.5 percent
Maximum Density .............................. 91.2 pounds per cubic foot
Rammer Type ................................. Manual
Material Description ............................. Dark Brown Clay
Material Origin ................................ Off site fill material
Moisture Preparation Procedure ...................... Air Dry
Liquid Limit .................................. 68
Plastic Limit .................................. 24
Plasticity, Index ................................ 44
Percent Passing No. 200 U.S. Sieve ................... 97
Technician: AT
cc: Ms. Lynn Johnson - First United Metl~odist Church
Mr. Charles Harper - Harper Perkins Architects
Mr. LarD' Davis - City of Coppell
Mr. Bill Anderson - Dowdey, Anderson & Assoicates, Inc.
Our letters and repons are for the exclusive use of ',he diem to whom they. are addressed. The use of our name must receive our~or w-ritten approval. Our letters and repons
apply only to the sample tested andlor inspected, and are not necessarily indicative of the quantities of apparently identical or similar products.
G - GEOTECHNICAL ENGINEERING
E ·ENVIRONMENTALCONSL:LTING GEE Consultants, Inc.
E · CONSTRUCTION MATERIALS TESTING
0046 Monroe Drive · Dallas, Texas 75229 · (2. 14~ 352-5433 · Fax (214) 35,..-69/~ -"~
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date:July 7, 1998 Project No: 298-0275
Client: First United Methodist Church Moisture Report No. 3
Sample Date: July 2, 1998
Project: First United Methodist Church
Coppell, Texas
Identification: Moisture Density Relationship
Test Procedure: ASTM D698
Test Results:
Method ..................................... A
Optimum Moisture Content ......................... 24.0 percent
Maximum Density .............................. 94.1 pounds per cubic foot
Rammer Type ................................. Manual
Material Description ............................. Dark Brown & Light Brown Clay
........................................... with occasional calcareous nodules
Material Origin ................................ Off site fill material
Moisture Preparation Procedure ...................... Air
Liquid Limit .................................. 60
Plastic Limit .................................. 24
Plasticity Index ................................ 36
Percent Passing No. 200 U.S. Sieve ................... 93
Technician: AT
cc: Ms. Lynn Johnson - First United Methodist Church
Mr. Charles Harper - Harper Perkins Architects
Mr. Larry Davis - City of Coppell
Mr. Bill Anderson - Dowdey, Anderson & Assoicates, Inc.
apply only to the sample tested and/or inspected, and are not necessarily indicative of the quantifies of apparently identical or similar products.