Town Center L1B2-LR 980611· GEOTECHNICAL ENGINEERING
E · ENVIRONMENTAL CONSULTING
E
GEE Consultants, Inc.
· CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433
Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: June II, 1998 Date Concrete Placed: June 3, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
TXI//31
Panels
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 12
Project No.: 298-0165
s ..... sso B.,c, wa. INSPECTION DATA
MATERIALS Oesc,p.on ILb.,CuYd~
Mix Number: 9506 Time Sample Batched: 07:59 am
Cement: Time Sampled: 08:45 am
Sample Location: Wall Panel Grid 3 from G-H
Fly Ash: Truck/Ticket No: 632/1064079
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 76°F
Concrete Range: 88°F
Fine Aggregate: Slump Range (inches): 5~A"
Admixtures: Weather Conditions: Partly Cloudy
1 Time Started: 05:00 am
2 Time Completed: 10:30 am
Added Water: 15 Gallons Sample Air Content ( %): 1.5 %
Total Cubic Yards Placed: 110
Required Strength (Lbs./sq.in.): 3.500
Sbeclmen Measured Age Date Total Load Compressive Strength Remarl~
Number Slump lin.) IDaysl Tested (Lbs.) (Lbs./$q.ln.)
CTC 49 7 0,5/1.0/98 84,240 2,980
CTC 50 28 07/01/98
51/2'.
CTC 51 28 07/01/98
CTC 52 H HOLD
Test Methods Utilized Fracture Regular Cylinders Made By: AS
ASTM C-31.C-39.C-143 (Unleas 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 Coppeil (2)
/~ .
All et~rs aM r~ are f~ t~ excl~i~ ~e of thc client to w~m t~y are address~ a~ s~ll ~ ~ re~ wi~ t~ ~ll ~ of GEE Comutm~. I~. ~ ~ of ~ *m~ mini r~clVe
~ pri~ wri,en ~roval. Our letmrs aM ~m apply ~iy to t~ sample t~t~ ~ I~t~ a~ ~ ~ ~ily i~ti~ of ~ q~tt~ of ~ntly i~nl~i ~ slmll~ pr~.
· GEOTECHNICAL ENGINEERING
El'
ENVI~ONMENTALCONSULTING T TIN GEE Consultants, Inc.
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: June 11, 1998 Date Concrete Placed: June 3, 1998
Client: Ewing Properties
prolect: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
TXI #31
Panels
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 11
Project No.: 298-0165
Source,' SSt) Batch Wts. INSPECTION DATA
MATERIALS ~,crip,ion
Mix Number: 9506 Time Sample Batched: 06:01 am
Time Sampled: 06:45 am
Cement: Sample Location: Panel//4. N.E. comer: N. Wall from B-B.3:
Fly Ash: Top-Bottom
Coarse Aggregate: Track/Ticket No: 362/1063863
Intermediate Aggregate: Temperature:
Ambient Range: 77°F
Fine Aggregate: Concrete Range: 89°F
Admixtures: Slump Range (inches): 7th"
1 Weather Conditions: Partly Cloudy
2 Time Started: 05:00 am
Added Water: 20 Gallons Time Completed: 10:30 am
Sample Air Content (%): 0.5%
Total Cubic Yards Placed: 30
Required Strength (Lbs./sq.in.): 3.500
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump (in.) (Days) Tcsted (Lbs.) (Lbs./Sq.ln.)
CTC 45 7 06/10/98 71,360 2,520
CTC 46 28 07/01/98
71/2"
CTC 47 28 07/01/98
CTC 48 H HOLD
Test Methods Utilized Fracture Regular Cylinders Made By: AS
ASTM C-31.C-39. C-143 (Unless Noted Otherwise}
Remarks and/$r Distribution:
Superintendent was informed of slump results
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)
~ C~,~m~l~,~ Tw~. Reviewe~ by, ~
^11 letters and reports are for the exclusive use of the client to whom they are addressed and shall hOC be repr~ucel~vJithout the full approval of GEE Consultants, Inc. The use of our ,tame must rccetve
our prim' written approval. Out letters and reports apply only to the sample tested and/or inspected and are not'Wecessarily indicative of the quantttlea ol apparently identical or similar products.
· GEOTECHNICAL ENGINEERING
E · ENVIRONMENTAL CONSULTING
GEE Consultants, Inc.
· CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive
Dallas, Texas 75229 · (214) 352-5433 ·
Fax (214) 352-6972
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date:
Client:
Sample Date:
Project:
Identification:
Test Procedure:
June 11, 1998
Ewing Properties
June 8, 1998
Town Center Shopping
Coppell, Texas
Moisture Density Relationship
ASTM D698
Project No: 298-0165
Moisture Report No. 5
Test Results:
Method ..................................... A
Optimum Moisture Content ......................... 20.6 percent
Maximum Density .............................. 93.2 pounds per cubic foot
Rammer Type ................................. Manual
Material Description ............................. Brown Clayey Sand (Lime
Treated)Material Origin ........................... Pavement Subgrade, 150' S.W. of
........................................... Building Pad
Moisture Preparation Procedure ...................... Air Dry
Liquid Limit .................................. 33
Plastic Limit .................................. 27
Plasticity Index ................................ 6
Technician: AT
Mr. John Maggiore - Ewing Properties
Mr. Hank Quigg - Richmond Group
Mr. Steve Dial - Hunt & Joiner Engineering
Mr. Eric Royal - Royal General Contractors
Mr. Larry Davis - City of Coppell(2)
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 l~r~ 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.
· GEOTECHNICAL ENGINEERING
El' GEE Consultants, Inc.
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-$433 · Fax (214) 352-6972
GENERAL REPORT
SIEVE ANALYSIS
Report Date: June 11, 1998
Client: Ewii'~g Properties
Project: Town Center Shopping - Coppell, Tx.
Test Date: June 10, 1998
General Report No.: 1
Project No: 298-0165
Identification: Sieve Analysis of Road Mixed Material (lime treated)
Method of Test: TEX-101-E Page 1 of 1
Results
Location
1. 115' E. & 115' N. of SW
comer of property
2. 150' E. & 50' N. of SW
comer o~ property
3. 100' S. & 30' W~ of NE
comer of property
Actual Percent Passing!
1" Sieve /14" Sieve
100% 61.2%
100 % 55. 1%*
Sl~ecifications
SDHPT Item 260 - 1972
Minimum Percent Passing
I~A'' Sieve #4 Sieve
100% 60%
100% 60%
100% 68.5% 100% 60%
* Failed to meet project specifications
Technician: JS/VW
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. 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.