Town Center L1B2-LR 980522· GEOTECHNICAL ENGINEERING
El. 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. 16 (298-0165) Method: ASTM D2922 D3017 D698 Page of 1
Client: Ewing Properties Material Description Maximum Optimum
Dry Moisture
Density Contem
Project: Town Center Shopping-Coppell (Lbs/CuFf) Percent
1. Olive Gray Clay 103.2 17.6
2. Reddish Brown Sandy Clay 99.6 18.4
Test Date: May 20, 1998 3. Brown & Yellowish Brown Silty Clay 98.2 17.8
4. Yellowish Brown Clayey Sand (select fill) 115.0 11.5
Report Date: May 22, 1998
Required Density (%): Min. 95%
Required Moisture (%): Opt +5%/+_3%
Mat Location/Elevation (and/or) Lift In-Place In-Place Percem
No. Dry Density Moisture Compaction
Test (Lbs/CuF0 Content (%)
No.
Probe
Depth
I Retest #44
45 105.5 17.8 102.3
6"
3 2" Water Line - Final Lift
46 30' E. & 8' S. of SW building corner pad 110.7 11.3 96.2
6"
Tests 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. The use ~O~ur name must receive our prior written approval. Our
letters and reports apply only to the sample tested and/or i~zspected, and arc not necessarily indicative of the quantities of apparently identical or similar products.
GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING
El
GEE Consultants, Inc.
o CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433
Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: May 22, 1998 Date Concrete Placed: May 13, 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.: 6
Project No.: 298-0165
MATERIALS s .... ~ SSD B,tch w.. INSPECTION DATA
Description (Lbs/CuYd)
Mix Number: 9506 Time Sample Batched:
Cement: 5% Sacks Time Sampled:
Sample Location:
Fly Ash: Track/Ticket No:
Coarse Aggregate: 1" CS Temperature:
Intemiediate Aggregate: Ambient Range: 76°F
Concrete Range: 85°F
Fine Aggregate: Slump Range (inches): 5t/:"
Admixtures: Weather Conditions: Cloudy
I Time Started: 04:00 am
2 Time Completed: 12:00 pm
Added Water: 0 Gallons Sample Air Content (%): 2%
Total Cubic Yards Placed: 10
Required Strength (Lbs./sq.in.): 3,500
04:35 am
05:30 am
20' N. & 20' E. from SW corner
722/1048163
Specmzn Meaaured Age Date Total Load Compressive Strength Remarka
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq,ln. }
CTC 25 7 05/20/98 136.300 4,820
CTC 26 28 06/10/98
51/2"
CTC 27 28 06/10/98
CTC 28 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 Coppell (2)
Cozttmitanta, Xac. ~i~: !~.. ,~/UI~,.~,,,,,.~,,,~~~
All letters and reports are for the exclusive use of fl~e client to whom they are addressed and shell mX he reprodnce~Jthout the full ap~'ovel of GEE Consultants, Inc. The use of out uame must receive
our prior written approval. Our letters and reports apply only to the sample tested and/or inspected and are nofie~.~sarily indicative of the quantities of apparently identical or similar products.
· GEOTECHNICAL ENGINEERING
E I GEE Consultants, Inc.
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: May 22, 1998 Date Concrete Placed: May 13, 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.: 8
Project No.: 298-0165
s ...... ' sso,,~, wu. INSPECTION DATA
MATERIALS Description (Lb$/CuYd)
Mix Number: 9506 Time Sample Batched:
Cement: 5Vz Sacks Time Sampled:
Sample Location:
Fly Ash: Truck/Ticket No:
Coarse Aggregate: 1" CS Temperature:
Intermediate Aggregate: .Ambient Range: 81°F
Concrete Range: 87°F
Fine Aggregate: Slump Range {inches): 6"
Admixtures: Weather Conditions: Cloudy
I Time Started: 04:00 am
2 Time Completed: 12:00 pm
Added Water: 0 Gallons Sample Air Content (%): 2%
Total Cubic Yards Placed: 10
Required Strength (Lbs./sq. in.): 3,500
09:07 am
09:55 am
15' N. & 15' W. from SE comer
828/1048538
Specimen Measured Age Date Total Lead Compressive Slrength Rcmark~
Nulnber Slump (in.) (Days) Tested (Lbs.) (Lbs.tSq.ln.)
CTC 33 7 05/20/98 68,080 2,410
CTC 34 28 06/10/98
CTC 35 6" 28 06/10/98
CTC 36 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 Coppell (2)
our prior written approval. Our letters and reports apply only to the sample tested and/or respected and are n~/receasanly ~nd~catlve ol the quantll~cs of apparently ~dentlcal or s,mdar 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
REPORT OF CONCRETE MIX INSPECTION
Report Date: May 22, 1998 Date Concrete Placed: May 13, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
TXI//3 !
Slab
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 7
Project No.: 298-0165
Source," SSD Ba~h Wts. INSPECTION DATA
MATERIALS Description {Lbs/CuYd)
Mix Number: 9506 Time Sample Batched:
Cement: 5V: Sacks Time Sampled:
Sample Location:
Fly Ash: Truck/Ticket No:
Coarse Aggregate: 1" CS Temperature:
Intermediate Aggregate: Ambient Range: 75°F
Concrete Range: 84°F
Fine Aggregate: Slump Range {inches): 6~A"
Admixtures: Weather Conditions: Cloudy
i Time Started: 04:00 am
2 Time Completed: 12:00 pm
Added Water: 0 Gallons Sample Air Content (%): 2%
Total Cubic Yards Placed: 10
Required Strength (Lbs./sq.in.): 3,500
07:02 am
07:50 am
35' E. & 35' N. from SW corner
21/1048287
Specimen Measured Age Date Total L~ad Compte~siva Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.) {Lbs./Sq.ln.)
CTC 29 7 05/20/98 83,900 2,970
CTC 30 28 06/10/98
6~A,,
CTC 3 i 28 06/10/98
CTC 32 H HOLD
Test Methods Utilized Fracture Regular Cylinders Made By: HG
ASTM C-3l.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 Coppeil (2)
All letters and reports are br te exclusive use of the client to whom they are addressed and shall not he ~cprodnc~/withom the full approval ot GEE Consultants, Inc. The u~e of our m~me mnst receive
our prior written approval. Our letters and reports apply only to the sample test~cl and/or inspected and are n~/necessa~ly indicative of the quanUtles of apparently ~dentical or sttmlar products.
· GEOTECHNICAL ENGINEERING
E GEE Consultants, Inc.
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-'5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: May 22, 1998 Date Concrete Placed: April 23, 1998
Client: Ewing Properties
project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
TXI #41
Piers
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 3
Project No.: 298-0165
MATERIALS s ..... ' SSD aa,ch wts. INSPECTION DATA
Descript ion ( Lbs/Cu Yd}
Mix Number: 9506 Time Sample Batched: 11:44 am
Cement: Time Sampled: 12:15 pm
Sample Location: Piers: E-l; F-h G-1
Fly Ash: Track/Ticket No: 805/1033155
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 70°F
Fine Aggregate: Concrete Range: 80°F
Slump Range (inches): 1
Admixtures: Weather Conditions: Clear
I Time Started: 09:00 am
2 Time Completed: 02:30 pm
Added Water: 5 Gallons Sample Air Content (%): N/A
Total Cubic Yards Placed: 10
Required Strength (Lbs./sq.in.): 3.000
Specimen Measured Age Date Total Load Compressive Strength Remarks
Numher Slump lin.) (Days) Tested (Lbs.) (Lbs./Sq.ln.)
CTC 9 7 04/30/98 95,440 3,380
CTC 10 28 05/21/98 141,780 5,020
CTC l l ! I/2'' 28 05/21/98 114,520 4,050
CTC 12 H Hold
Test Methods Utilized Fracture Regular Cylinders Made By: AS
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 Coppell (2)
A e ters and reports are for the exclusive use of the client to whom they are addressed and slmll no~ he reprod6}[ wi~houl the full approval of GEE Consultants, Inc. The use of out m~ne must receive
our prior written approval. Our Betters and reports apply only to the sample tested and/of in~peeled and are~ necessartly ~ndu:auve of the quammes ot apparently ~dentical or stmdar products.