Town Center L1B2-LR 980616· GEOTECHNICAL ENGINEERING
El'
ENVIiONMENTALCONSULTING GEE Constll ts InCo
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. 19 (298-0165) Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: Ewing Properties Malerial Description Maximum Optimum
Dry Moisture
Density Content
Project: Town Center Shopping-Coppell (Lbs/CuF0 Percent
1. Olive Gray Clay 103.2 17.6
2. Reddish Brown Sandy Clay 99.6 18.4
Test Date: June 12, 1998 3. Brown & Yellowish Brown Silty Clay 98.2 17.8
4. Yellowish Brown Clayey Sand (select/'dr) 115.0 11.5
5. Brown Clayey Sand (lime treated) 93.2 20.6
Report Date: June 16, 1998
Required Density (%): Min. 95%
Required Moisture (%): Opt ___2%
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test (Lbs/CuFt) Content (%)
No.
Probe
Depth
5 Pavement subgrade (lime treated)
49 50' E. & 25' S. of NE building corner 94.8 24.5 * 101.7
6"
5 Pavement subgrade (lime treated)
50 50' E. & 25' N. of SE building corner 92.4 26.7 * 99.1
6"
5 Pavement subgrade (lime treated)
51 30' W. of Fire Hydrant 88.5 27.2 * 95.0
6"
5 Pavement subgrade (lime treated)
52 [ 50' W. & 50' S. of NW building corner 92.6 27.1 * 99.3
I
6"
* Tests do not meet project specifications
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 Coppell (2) ~~
Our letters and reports are for the exclusive use of the client to whom they are addressed. Thc use of our name must re~V~ ~ 'ur 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 prnduets.
· GEOTECHNICAL ENGINEERING
-EI. GEE Consultants, Inc.
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: June 16. 1998 Date Concrete Placed: May 19. 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell. Texas
Tri Cities Foundation
TXI #31
Slab
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 9
Project No.: 298-0165
So,~e,/ sso Bate, Wu. INSPECTION DATA
MATERIALS Description (Lbs/CuYd)
Mix Number: 9506 Time Sample Batched:
Time Sampled:
Cemem: Sample Location:
Fly Ash: Track/Ticket No:
Coarse Aggregate: 1" CS Temperature:
Intermediate Aggregate: Ambient Range: 89°F
Concrete Range: 91°F
Fine Aggregate: Slump Range (inches): 5 'A"
Admixtures: Weather Conditions: Clear
1 Time Started: 10:30 am
2 Time Completed: 01:30 pm
Added Water: 15 Gallons Sample Air Content ( %): 1 V: %
Total Cubic Yards Placed: 10
Required Strength (Lbs./sq.in.): 3,500
10:30 am
11:40 am
70' N. of SE comer, from F.3 to F.5 &1.5-3
631 / 1053682
Specimen Measured Age Date Toal Load Compressive Strength Remarks
Number Slump lin.) (Days) Tested (Lbs.) (Lbs./Sq.ln.}
CTC 37 7 05/26/98 89.120 3.150
CTC 38 28 06/16/98 130.800 4.626
CTC 39 5 IA" 28 06/16/98 138,180 4,890
CTC 40 H HOLD
Test Methods Utilized Fracture Regular Cylinders Made By: AS
ASTM C-31,C-39,C-143 (Unless Norad Otherwise)
Remarks and/or Distribution:
cc: Mr. John Maggiore - Ewing Properties
Mr. Hank Qm~g - Richmond Group
Mr. Steve Dial - Hunt & Joiner Engineering
Mr. Eric Royal - Royal General Contractors (2)
Mr. Larry Davis - City of Coppetl (2)
our prior written approval. Our letters and reports apply only lo the sample tested and/or respected and are not necessarily indlC~llVe of tho qu~ltttles of appa~ntty memloal or $1mulu' pl'OO~t%