Coppell Trade 2-LR061103F~,G J
FAR GO CONSULTAN'~S, INC.
11440 Reeder Rd. • Dallas, Texas %5229
Tel. 214-352-4100 Fax. 214-352-4811
Page 1 of 1
WATER PRESSURE INJECTION
OBSERVATION REPORT
Client: Holt Lunsford Commercial
Project: Coppell Trade Center Building D
Coppell, Texas
Injection Contractor: Mcfadden & Miller
Date of Service: 11/03/06
Project No: M06-1165
Location: Building pad -west half
Area injected previously: Approximately 27, 500 square feet of 4th pass
Area injected (on this day): Approximately 12,800 square feet of 4th pass
Area injected (to date): Approximately 40,500 square feet of 4th pass
Gallons of Water used: 63,800 Specified Requirements
Surfactant Used: lgallon / 3,500 gallons of water as per manufacturer
Injection Pressure (psi): 90 50 psi-100psi
Injection Probe Spacing (feet): 5 5 feet (max.)
Injected Depth Interval (in.) until refusal: 12 12 inches
Total Depth of Injection (feet): 12 12 feet
Remarks:
Time Water Meter Reading
Start 8:00 a.m. / 2:00 p.m. 8623500
End 10:00 a.m. / 3:00 p.m. 8687300
Technician: William Youngstrom Checked by:
Distribution: Holt Lansford Commercial -Ken Newman
Mcfadden & Miller -Jon Jacobson
City of Coppell -Lee Stone
LIMITATIONS: This report presents test resu]IS (at particular locations noted) based on data obtained from specific samples selected for testing. Fargo Consultants, Inc. assumes no
responsibility for variation in quality, perfonnauce, feature or conditions beyond i[s control. This report is for the exclusive use of the person(s) to whom it is addressed
and may not be reproduced except in full without the written approval of Fargo Consultants, luc.
Geotechnical Engineering ~ Constrcrction Materials Testing • Environmental Services
www. dallasfm~go. com
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• • "'~ ~~ 11440 Reeder Rd. • Dallas, TX 75229
Fnx.cso ooxsvzzaNTS, rxQ. Tel. (214) 352-4100 • Fax (2l4) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 11/03/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 356673
AMBIENT TEMP.(°F): 47
CONCRETE TEMP.(°F): 66
TIME BATCHED: 7:23 a.m.
TIME SAMPLED: 8:07 a.m.
WEATHER CONDITION: Partly Cloudy
LOCATION OF PLACEMENT: Paving-fire
building pad
CONCRETE SUPPLIER: Txz
PLANT/TRUCK: 141 / 7 0
MIX ID NUMBER: 517
AIR (%): 3 . 8 (ASTM C 231)
WATER ADDED (gal): o
SLUMP (inches): 5 (ASTM C 143)
lane, 110'S by 60'W from SE corner of
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (4000 psi/ 28 days )
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD
(pounds) COMPRESSIVE
STRENGTH
si Percent of Design Strength
(%)
1A 7 11 10 06 107 290 3790 95~
1B 28 12 1 06 131 030 4630 116
1C 28 12 1 06 132 680 4690 117
1D Hold
Cylinders Type: Nominal Cylinder Size 6"X12" (ASTM C 39)
Specifications: Making and curing (ASTM C 31) Testing Methods (ASTM C 39)
Remarks:
Technician: J Solon
Distribution:
Holt Lansford Commercial - Ken Newman
Mcfadden & Miller - Jon Jacobson
City of Coppell - Larry Davis
FARGO CONSULT TS, INC.
Checked by:
Gary Moore C.E.T.
CMT Manag r
Geotechnical Engineering ~ Construction Materials Testing i Environmental Services
www.dallasfargo.com
;....
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11440 Reeder Rd. • Dallas, TX 75229
Faxc~o coxsvrxwxTS, irrc. 7e1. (2l4) 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 11/03/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 356813 CONCRETE SUPPLIER: Txz
AMBIENT TEMP.(°F): 58 PLANT/TRUCK: 141 / 111
CONCRETE TEMP.(°F): 71 MIX ID NUMBER: 517
TIME BATCHED: 9 : 00 a . m. AIR (%): 4.2 (ASTM C 231)
TIME SAMPLED: 9 : 54 a.m. WATER ADDED (gal}: 5
WEATHER CONDITION: Partly Cloudy SLUMP (inches): 7 1 /2 (ASTM C 143)
LOCATION OF PLACEMENT: Paving, 113 ' S by 97 ' W from SE corner of building pad
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (4000 psi/ 28 days )
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD
(pounds) COMPRESSIVE
STRENGTH
si Percent of Design Strength
(%)
2A 7 11 10 06 101 640 3590 90~
2B 28 12 1 06 128 710 4550 114
2C 28 12 1 06 129 440 4580 115
2D Hold
Cylinders Type: Nominal Cylinder Size 6"X12" (ASTM C 39)
Specifications: Making and curing (ASTM C 31) Testing Methods (ASTM C 39)
Remarks:
Technician: J Solon
Distribution:
Holt Lansford Commercial - Ken Newman
Mcfadden & Miller - Jon Jacobson
City of Coppell - Larry Davis
FARGO CONSULTA TS, INC.
Checked by:
Gary Moore, C.E.T.
CMT Manager
Geotechnical Engineering i Construction Materials Testing i Environmental Services
www. dallasfargo. com
;/
' 11440 Reeder Rd. • Dallas, TX 75229
FAR(30 CONSULTANTS, Ixe. Tel. (214) 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 11/03/06
PROJECT: Coppell Trade Center Building n Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mc f adden and Mi 11 er
TICKET NO.: 356966 CONCRETE SUPPLIER: Txz
AMBIENT TEMP.(°F): 63 PLANT/TRUCK: 141 / 64
CONCRETE TEMP.(°F): 78 MIX ID NUMBER: 517
TIME BATCHED: 10:27 a.m. AIR(%): 3.9 (ASTMC231)
TIME SAMPLED: 11:48 a.m. WATER ADDED (gal}: 5
WEATHER CONDITION: Partly Cloudy SLUMP (inches): 5 (ASTM C 143)
LOCATION OF PLACEMENT: Paving, 109 ' S by 187 ' W from SE corner of building
pad
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS ~
DESIGN STRENGTH OF CONCRETE (4000 psi/ 28 days )
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD
(pounds) COMPRESSIVE
STRENGTH
si Percent of Design Strength
(%)
3A 7 11 10 06 101 430 3590 90~
3B 28 12 1 06 129 110 4570 114
3C 28 12 1 06 128 060 4530 113
3D Hold
Cylinders Type: Nominal Cylinder Size 6"X12" (ASTM C 39}
Specifications: Making and curing (ASTM C 31) Testing Methods (ASTM C 39)
Remarks:
Technician: J Solon
Distribution:
Holt Lansford Commercial - Ken Newman
Mcfadden & Miller - Jon Jacobson
City of Coppell -Larry Davis
FARGO CONSULT TS, INC.
Checked by:
Gary Moore C.E.T.
CMT Manager
Geotechnica! Engineering i Construction Materials Testing i Environmental Services
www.dallasfargo.com
_:._.
Y....
`'j 11440 Reeder Rd. • Dallas, TX 75229
_-_ __
FAR.CiO CON6ULTANT6, IxC. Tel. (214) 352-4100 • Fax (214) 352-481 l
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 11/03/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 357046 CONCRETE SUPPLIER: TXI
AMBIENT TEMP.(°F): 68 PLANT/TRUCK: 141 / 112
CONCRETE TEMP.(°F): 82 MIX ID NUMBER: 517
TIME BATCHED: 11:10 a. m. AIR (%): 4.1 (ASTM C 231)
TIME SAMPLED: 1 :14 p . m. WATER ADDED (gal): 0
WEATHER CONDITION: Partly Cloudy SLUMP (inches): 4 3 /4 (ASTM C 743)
LOCATION OF PLACEMENT: Paving, 110' S by 254'W from SE corner of building pad
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (4000 psi! 28 days )
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD
(pounds) COMPRESSIVE
STRENGTH
si Percent of Design Strength
(%)
4A 7 11 10 06 104 010 3680 92~
4B 28 12 1 06 135 110 4780 120
4C 28 12 1 06 133 620 4730 118
4D Hold
Cylinders Type: Nominal Cylinder Size 6"X12" (ASTM C 39)
Specifications: Making and curing (ASTM C 31) Testing Methods (ASTM C 39)
Remarks:
Technician: s Solon
Distribution:
Holt Lansford Commercial - Ken Newman
Mcfadden & Miller - Jon Jacobson
City of Coppell - Larry Davis
FARGO CONSULTANTS, INC.
Checked by:
Gary Moore, C.E.T.
CMT Manager
Geotechnical Engineering i Construction Materials Testing i Environmental Services
www.dallasfargo.com
F' - C,~..
FA.rtGO CONSULTANTS, INC.
Report of
Reinforcing Steel Observation
Tested For: Holt Lunsford Commercial
Project Name: Coppell Trade Center Building D
Coppell, Texas
11440 Reeder Rd. • Dallas, Texas 75229
Tel. 214-352-4100 Fax. 214-352-4811
Date of Service: 11/03/06
FCI Project No.: M06-1165
Locations and Items Observation: Parking lot and Drive, east portion south of proposed building /Reinforcing Steel
Items Conforming Items Conforming Items Conforming
Ins ected Ins ected Ins ected
Column Ties
Placing Drawings Yes Bar Length and Yes Properly Tied N/A
Approved Shape and S aced
Bar Size Yes Proper Bar I,eS Stirrup Spacing N/A
Placement and T e
Bar Grade Yes Properly Tied Yes Lapped Splices Yes
Bar Clean Yes Dowel Bars in yes Welded Splices N/A
Place
Form Clean N/A Proper Bar Yes Mechanical N/A
Su orts Slices
Number of Bars Yes Proper Cover Yes
N/A: Indicates not applicable
Remarks: No discrepancies were observed.
Technician: Joshua Solon
Distribution: Holt Lansford Commercial -Ken Newman
Mcfadden & Miller- Jon Jacobson
City of Coppell -Lee Stone
Respectfully Submitted,
Fargo Consultan ,Inc.
Checked by:
LIMITATIONS: T7iis report presents test results (a[ particular locations noted) based on data obtained from specific samples selected for testing. Fargo Consultants, [nc. assumes no
responsibility for variation in quality, performance, feature or conditions beyond its control. This report is for the exclusive use of the person(s) to whom it is addressed
and may not be reproduced except in full without the written approval of Fargo Consultants, Inc.
Geotechnical Engineering • Construction Materials Testing • Environmental Services
www. dallasfargo. com