Town Center L1B2-LR 980710· GEOTECHNICAL ENGINEERING
El. GEE Consultants, Inc.
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: July 10, 1998 Date Concrete Placed: June 12, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
Redi-Mix/Plant # 10
Panels
Contractor:
Concrete SuppLier and Plant:
Location of Placement:
Standard 6'x12"
Area 28.27 Square Inches
Concrete Report No.: 13
Project No.: 298-0165
So.rce," SSD ~a~h ~,,. INSPECTION DATA
MATERIALS DescripUon (Lbs/C.Yd)
Mix Number: 645 Time Sample Batched:
Time Sampled:
Cement: Sample Location:
Fly Ash: Truck/Ticket No:
Coarse Aggregate: 1" Temperature:
Intermediate Aggregate: Ambient Range: 101 °F
Concrete Range: 107°F
Fine Aggregate: Slump Range (inches): 6M"
Admixtures: Weather Conditions: Clear
I Time Started: 12:30 pm
2 Time Completed: 04:00 pm
Added Water: 20 Gallons Sample Air Content (%): N/A
Total Cubic Yards Placed: 10
Required Strength (Lbs./sq.in.): 3.500
12:20 pm
01:10 pm
Panels - # 1,3,11,13,16,17,19,21 & 24
126/102678
Specimen Measured Age Date Total Load Compressive Strength Remarks
Numher Slump (in.) (Days) Tested (Lbs.) {Lbs./Sq.ln.)
CTC 53 7 06/19/98 86,740 3,070
CTC 54 10 06/22/98 89,560 3,170
CTC 55 63A" 28 07/10/98 109,060 3,860
CTC 56 28 07/10/98 109,640 3,880
CTC 57 H HOLD
Test Methods Utilized Fracture Regular Cylinders Made By: HG
ASTM C-31.C-39,C-143 (Unless Noted Otherwise)
Remarks and/or Distribution:
cc:
Mr. John Maggiore - Ewing Properties
Mr. Hank Quigg - Richmond Group
Mr. Steve Dial - Hunt & Joiner Engineering
Mr. Eric Royal - Royal General Contractors (2)
Mr. Larry Davis - City of Coppeli (2)
~iewed ~.'
All letters and reports are tbr the exclusive use of the client to whom they are addr~ss--.d and shall no( be reptoducnd without the full approval of GEE Consultants. Inc. The use of our ~mme must receive
our prior written approval, Our letters and reports apply only to the sample tested and/or inspected and are not necnssatily indicative of the quantities of apparently identical or similar products.
G~ · GEOTECHNICAL ENGINEERING
EI· GEE Consultants, Inc.
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. 3 (298-0275) Method: ASTM D2922 D3017 D698 Page of 1
Client: First United Methodist Church Material Description Maximum Optimum
Dry Moisture
Density Content
Project: First United Methodist Church (Lbs/tuFt) Percent
1. Gray Clayey Sand(Natural) 96.3 18.2
Test Date: July 8, 1998 2. Fill Material 103.6 16.2
3. Dark Brown & Light Brown Brown Clay w/oacasional 94.1 24.0
Report Date: July 10, 1998 calcareous nodules
4. Dark Brown Clay 91.2 24.5
Required Density (%): 95% to 105%
Required Moisture (%): Opt. _+3; Opt +5
Mat Location/Elevation ~and/or) Lift In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test (Lbs/CuFf) Content (%)
No.
Probe
Dept
4 3rd Lift - Subgrade, Stock Pond
10 63' W. of Heartz & 24' S. of Vanbebber 88.3 26.3 96.9
6"
4 4th Lift - Subgrade, Stock Pond
11 78' W. of Heartz & 37' S. of Vanbebber 90.2 27.8 98.9
6"
Tests meet project specifications
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 & Associates, Inc.
Our letters and reports are for the exclusive use of the client to whom they are addressed. The use of our name must receive our prior written approval. Our
letters and reports apply only to the sample tested and/or inspected, and are not necessarily indicative of the quantities of apparently identical or similar products.