Town Center L1B2-LR 980521-----] · G~OTECHNICAL ENGINEERING
E I · ENV'RONMENTAL CONSULT'NG GEE.Consultants, Inc.
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: May 21, 1998 Date Concrete Placed: April 22, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Tex~
Tri Cities Fo~dation
TXI #41
Piers
C ontracto r:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 2
Project No.: 298-0165
MATERIALS s ..... · SSD B~tch wu. INSPECTION DATA
Description (Lbs/CuYd)
Mix Number: 9506 Time Sample Batched: 11:44 am
Cement: Time Sampled: 12:20 am
Sample Location: Piers: B.2-1.5
Fly Ash: Track/Ticket No: 640/1031874
Coarse Aggregate: Temperature:
Intem~ediate Aggregate: Ambient Range: 68°F
Concrete Range: 79°F
Fine Aggregate: Slump Range (inches): 5~A''
Admixtures: Weather Conditions: Clear
I Time Started: 09:30 am
2 Time Completed: 03:30 pm
Added Water: 0 Gallons Sample Air Content (%): 1 ~A %
Total Cubic Yards Placed: 10
Required Strength (Lbs./sq.in.): 3,000
S~cllnen Me~u~d Age Date Total Load Comp~sive Strength Rcmark~
Number Slump (in.) (Days) Tested (LI~.) (Lbs./Sq.ln.)
CTC 5 7 04/29/98 84,120 2,980
CTC 6 28 05/20/98 132,780 4,700
CTC 7 5V2" 28 05/20/98 122,200 4,320
CTC 8 H Hold
Test Methods Utilized Fracture Regular Cylinders Made By: CW
ASTM C-31.C-39.C-t43 (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)
All letters ~ reports are tbr the exclusive use of the client to whom they are addressed and shall mx be reprod~l w~thout the full approval ot GEE Consultants. Inc. The nsc of oar name must rec~ve
our prior written approval. Our letters and repons apply only to the sample tested and/or inspected and are'l16t ~ntessa'ily indicative of the quanttttes of apparently ~demw, al or s~mtlar producla.
· GEOTECHNICAL ENGINEERING
E · ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
E [ · CONSTRUCTION MATERIALS TESTING
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. 15 (298-0165) Method: ASTM D2922 D3017 D698 Page of 1
Client: Ewing Properties Material Description Maximum Optimum
Dry Moisture
Density Content
Project: Town Center Shopping-Coppell (Lbs/CuFt) Percent
I. Olive Gray Clay 103.2 17.6
2. Reddish Brown Sandy Clay 99.6 18.4
Test Date: May 19, 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 21, 1998
Required Density (%): Min. 95%
~ Required Moisture (%): Opt +5%/-t-3%
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test (Lbs/CuFt) Content (%)
No.
Probe
Depth
3 Water Line - First Lift - Retest
43 70' W. & 10' N. of NW building corner 114.9 14.6 99.8
3 Water Line - Final Lift
44 5' S. & 20' E. of NW building corner 103.2 9.9 89.5 *
8"
*Test does not meet project specifications
CC'
Mr. John Maggiore - Ewing Properties
Mr. Hank Quigg - Richmond Group
Mr. Steve Dial - Hunt & Joiner Engineering
Mr. l~ric 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~(~st 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.
' GEOiECHNICAL ENGINEERING
/ E 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. 14 (298-0165) Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: Ewing Properties Material Description Maximum Optimum
Dry Moisture
Density Content
Project: Town Center Shopping-Coppell (Lbs/CuFt) Percent
1. Olive Gray Clay 103.2 17.6
2. Reddish Brown Sandy Clay 99.6 18.4
Test Date: May 18, 1998 3. Brown & Yellowish Brown Silty Clay 98.2 17.8
4. Yellowish Brown Clayey Sand (select ~l) 115.0 11.5
Report Date: May 21, 1998
Required Density (%): Min. 95%
Required Moisture (55): Opt 3-5%/-I-3%
Mat Location/Eld-vat(on (and/or) Lift In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test (Lbs/CuFf) Content (%)
No.
Probe
Depth
3 Utility Trench - Waiter Line - Retest
41 60' N. of Telephone Pole 105.8 13.5 92.0 *
4"
3 Utility Trench - Water Line - Retest
42 5' N. K Line, 8' E. of Line I 113.3 13.1 98.5
2"
*Test does not meet project specifications
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 se of our name must receive our prior wriuen appro al. 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.
· GEOTECHNICAL ENGINEERIN/'''~G ~
E · ENVI:ONMENTAL CONSULTING Consultan s Into
lEI CONSTRUCT'ON M^TER'^LS TEST'NGG EE
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. 13 (298-0165) Method: ~STM D2922 D3017 D698 Page of 1
Client: Ewing Properties Material Description Maximum Optimum
Dry Moisture
Density Content
Project: Town Center Shopping-Coppell (Lb$/CuFt) Percent
1. Olive Gray Clay 103.2 17.6
2. Reddish Brown Sandy Clay 99.6 18.4
Test Date: May 18, 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 21, 1998
Required Density (%): Min. 95%
Required Moisture (%): Opt _5%/-F3%
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test (Lbs/CuFt) Content (%)
No.
Probe
Depth
3 2" Water Line - First Lift - Center
38 64' W. of SW building corner 100.8 14.5 87.6 *
6"
3 Electrical - Final Lift
39 60' E. of Column Line 3 & 25' S. of Column Line A 118.8 11.4 I03.3
6"
Electrical - Final Lift
40 10' S. of Colmnn Line A & 100' E. of Column Line 3 118.6 11.5 103.1
6"
*Test does not meet project specifica[ions
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)
· GEOiECHNICAL ENGINEERING
FI GEE Consultants, Inc.
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTLTRE OF SOIl,
Density Report No. 12 (298-0165) Method: ASTM D2922 D3017 D698 Page of 1
Client: Ewing Properties Material Description Maximum Optimum
Dry Moisture
Density Content
Project: Town Center Shopping-Coppeil (Lbs/CuFt) Percent
1. Olive Gray Clay 103.2 17.6
2. Reddish Brown Sandy Clay 99.6 15.4
Test Date: May 15, 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 21, 1998
Required Density (%): Min. 95%
Required Moisture (%): Opt __5%/+3%
Mat Location/Elevation land/or) Lilt In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test (Lbs/CuFf) Content (%)
No.
Probe
Depth
1 Utility Trench - Telephone Line - Final Lift
35 100' N. of Telephone Pole 104.1 17.6 100.9
6"
1 Utility Trench - Telephone Line - Final Lift
36 200' N. of Telephone Pole 103.6 19.4 100.4
6"
3 Final Lift - Select Fill
37 16' of Line "G" & 10' E. of Line "2" 110.8 11.6 96.3
6"
Tests meet project specifications
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 Coppetl (2)