Freeport NIP(7.0)-LR030211 Dallas, Texas 75247-4510
= = ,. ' -' ' (214) 630-9745
REPORT OF WATER INJECTION INSPECTION
Client:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Linc Road, Suite 360
Dallas TX 75254
Project: Freeport 10
500 Freeport Parkway
Coppell, TX
Services: Water Injection Inspection
Report No.: 170401
Project No.: 037333
Date of Service: 02/07/2003
Report Date: 02/11/2003
Report of Inspection
On this date, a Rone Engineers, Ltd. representative(s) was on site for
observation of water injection inspection. Attached are the locations and
results.
Technician Time: 6:30 AM - 5:00 PM
Page 1 of 3
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Pacheeo Koch Consulting Engineers
(I) Engineering Analyst
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
99DF Page 1 of I
WATER
INJECTION OBSERVATION
Client: Duke Realty Services, LP Report No.: 170401
Project No.: 037333
Project:~ Freeport 10 Date of Service: 2/7/2003
500 Freeport Parkway Page 2 of 3
Coppell, TX
DESCRIPTION/EXPLANATION YES NO N/A
1 Specific gravit~ of lime was checked and found to be 1.14 and 1.17 --
2 Lime slur~ was continuously agitated --
3 Surfactant was added to each load x
4 The injection pressure was kept between 50 to 100 psi at point of iniection x
5 Intervals of 12" were achieved during iniection process until refusal x
6 Total depth of injection -- 10 feet x
7 Maximum spacing of iniection probes was recorded to be 5 ft. X
8 Free on surface water --
9 Square feet iniected on this date - 101500
10 Location of injection - Building pad
Remarks:
2nd and 3rd passes
See attached for sketch of injected area, pass number for each area, dimension of injection area,
and amount of lime used on this date.
Technician Time: 6:30 AM - 5:00 PM
Technician Name: Lann¥ Gist/Eric Goodwin
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility
for variation in quality (composition. appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions
over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be
reproduced except in full without the written approval of Rone Engineers, Ltd.
eoneEng inee s:
8908 Ambassador Row
DaHas, Texas 75247-4510
(214) 630-9745
(2t4) 630-9819 (fax)
REPORT OF WATER INJECTION INSPECTION
Client:
Project:
Services:
Duke Realty Services, LP
Atto: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Freeport 10
500 Freeport Parkway
Coppell, TX
Water Injection Inspection
Report No.: 170250
Project No.: 037333
Date of Service: 02/05/2003
Report Date: 02/11/2003
Report of Inspection
On this date, a Rone Engineers, Ltd. representative(s) was on site to perform
Water Injection Inspection. The results are attached.
Technician Time: 3:00 PM - 5:30 PM
Page 1 of 3
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other fealure of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
99DF Pa-e 1 of 1
WATER
INJECTION OBSERVATION
Client: Duke Realty Services, LP Report No.: 170250
Project No.: 037333
Project:~ Freeport 10 Date of Service: 2/5/2003
500 Freeport Parkway Page 2 of 3
Coppell, TX
DESCRIPTION/EXPLANATION YES NO NIA
1 Specific gravit7 of lime was checked and found to be 1.14 and 1.17 --
2 .ime slurry was continuously agitated --
3 Surfactant was added to each load x
4 The iniection pressure was kept between 50 to 100 psi at point of injection x
5 Intervals of 12" were achieved during iniection process until refusal x
6 Total depth of iniection - 10 feet x
7 Maximum spacing of injection probes was recorded to be 5 ft. x
8 Free on surface water --
9 Square feet iniected on this date - 115500
10 Location of injection - Building Pad
Remarks:
1st pass continued, began 2nd pass
See attached for sketch of injected area, pass number for each area, dimension of injection area,
and amount of lime used on this date.
Technician Time: 3:00 PM - 5:30 PM
Technician Name: Lanny GistJDavid Wallace
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility
for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions
over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be
reproduced except in full without the written approval of Rone Engineers, Ltd.
Client:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75~4
Freeport 10
500 Freeport Parkway
Coppell, TX
Daily Activities
8908 Ambassador Row
Dallas, Texas 752474510
(:~14) 630-9745
(214) 630-9819 (fax)
REPORT OF DAILY ACTIVITIES
Report No.: 170251
Project No.: 037333
Date of Service: 02/05/2003
Report Date: 02/11/2003
Report of Activities
On this date, a Rone Engineers, Ltd. representative(s) was on site to assist the
primary technician on a water injection inspection. See report ~170250 for
results of the inspection.
Technician Time: 7:00 AM - 2:30 PM
Page 1 of 1
Technician: David Wallace
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Pacheeo Koch Consulting Engineem
(1) Engineering Analyst
Ron '
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided fi~r testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in f~ll without the written approval of Rone Engineers, Ltd.
99DF PaRe 1 of 1
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(:214) 630=9819 (fax)
REPORT OF DAILY ACTIVITIES
Client:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project: Freeport 10
500 Freeport Parkway
Coppell, TX
Services: Daily Activities
Report No.: 170309
Project No.: 037333
Date of Service: 02/05/2003
Report Date: 02/11/2003
Report of Activities
On this date, a Rone Engineers, Ltd. representative(s) was on site to relieve the
primary technician during the water injection inspection. See report #170250 for
results of the inspection.
Technician Time: 2:30 PM - 4:65 PM
Page 1 of 1
Technician: Ronnie Jenkins
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(I) Paeheco Koch Consulting Enginecm
(1) Engin~ring Analyst
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test remits presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the vrritten approval of Rone Engineers, Ltd.
99DF PaRe 1 of I
gineers
8908 Ambassador Row
Dallas, Texas 75247=4510
(214) 630-9745
(214) 630-9819 (fax)
REPORT OF WATER INJECTION INSPECTION
Client:
Duke Realty Services, LP
Atto: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 752-54
Project: Freeport 10
500 Freeport Parkway
Coppell, TX
Services: Water Injection Inspection
Report No.: 170155
Project No.: 037333
Date of Service: 02/04/2003
Report Date: 02/11/2003
Report of Inspection
On this date, a Rone Engineers, Ltd. representative(s) was on site to perform
Water Injection Inspection. The results are attached.
Technician Time: 7:30 A/~ - 5:30 PM
Page 1 of 3
Technician: Larmy Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
K. Scott W
atson
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
99DF Pa~e 1 of 1
WATER
INJECTION OBSERVATION
Client: Duke Realty Services, LP Report No.: 170155
Project No.: 037333
Project: '- Freeport 10 Date of Service: 2/4/2003
500 Freeport Parkway Page 2 of 3
Coppell, TX
DESCRIPTION/EXPLANATION YES NO NIA
I Specific gravity of lime was checked and found to be 1.14 and 1.17 --
2 Lime slurrywas continuously a~litated --
3 Surfactant was added to each load x
4 The iniection pressure was kept between 50 to 100 psi at point of iniection x
5 Intervals of 12" were achieved during iniection process until refusal x
6 Total depth of injection -- 10 feet x
7 Maximum spacing] of iniection probes was recorded to be 5 ft. x
8 Free on surface water --
9 Square feet iniected on this date - 125,000
10 Location of injection - Building Pad
Remarks: 1st pass
See attached for sketch of injected area, pass number for each area, dimension of injection area,
and amount of lime used on this date.
Technician Time: 7:30 AM - 5:30 PM
Technician Name: Lann¥ Gist/David Wallace
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility
for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions
over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be
reproduced except in full without the written approval of Rone Engineers, Ltd.
RoneEn gineers
8908 Ambnssndor Row
Dallas, Texns '/5247-4510
(214) 630-9745
(214) 630-9819 (fax)
REPORT OF DALLY ACTIVITIES
Client:
Duke Realty Services, LP
Atlxu Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project: Freeport 10
500 Freeport Parkway
Coppell, TX
Services: Daily Activities
Report No.: 170156
Project No.: 037333
Date of Service: 02/04/2003
Report Date: 02/11/2003
Report of Activities
On this date, a Rone Engineers, Ltd. representative(s) was on site to perform
water injection inspection. See report #170155 for the results of the
inspection.
Technician Time: 6:30 AM - 5:00 PM
Page 1 of 1
Technician: David Wallace
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Pacheco Koch Consulting Engineers
(I) Engineering Analyst
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
99DF Pa~,e 1 of 1
RoneEn glnee.s
8908 Ambassador Row
Dallas, Texas 75247=4510
(214) 630-9745
(214) 630-9819 (fax)
REPORT OF WATER INJECTION INSPECTION
Client:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Freeport 10
500 Freeport Parkway
Coppell, TX
Water Injection Inspection
Report No.: 170382
Project No.: 037333
Date of Service: 02/06/2003
Report Date: 02/11/2003
Report of Inspection
On this date, a Rone Engineers, Ltd. representative(s) was on site to perform
Water Injection Inspection. The results are attached.
Technician Time: 6:30 am - 5:00 pm
Page 1 of 3
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
99DF Page 1 of 1
WATER
INJECTION OBSERVATION
Client: Duke Realty Services, LP Report No.: 170382
Project No,: 037333
Project:- -- Freeport 10 Date of Service: 2/6/2003
500 Freeport Parkway Page 2 of 3
Coppell, TX
DESCRIPTION/EXPLANATION YES NO NIA
1 Specific gravib,/of lime was checked and found to be 1.14 and 1.17 --
2 Lime slurry was continuously agitated --
3 Surfactant was added to each load x
4 The injection pressure was kept between 50 to 100 psi at point of iniection x
5 intervals of 12" were achieved during injection process until refusal x
6 Total depth of iniection -- 10 feet x
7 Maximum spacing of iniection probes was recorded to be 5 ft. x
8 Free on surface water --
9 Square feet iniected on this date - 91500
10 Location of injection - Building Pad
' Remarks:
Continued 1st and 2nd pass
See attached for sketch of injected area, pass number for each area, dimension of injection area,
and amount of lime used on this date.
Technician Time: 6:30 AM - 5:00 AM
Technician Name: Lann¥ GistJEric Goodwin
LIMITATIONS: The test results presenfed herein were prepared based upon the specific samples provided for testing. We assume no responsibility
for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions
over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be
reproduced except in full without the written approval of Rone Engineers, Ltd.
--I-1-11-1-i'~I-'~'~'~ -
5,4
RoneEngineem
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630=9745
(214) 630-9819 (fax)
REPORT OF DAILY ACTIVITIES
CHent:
Duke Realty Services, LP
At~m: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project: Freeport 10
500 Freeport Parkway
Coppell, TX
Services: Daily Activities
Report No.: 170383
Project No.: 037333
Date of Service: 02/06/2003
Report Date: 02/11/2003
Report of Activities
On this date, a Rone Engineers, Ltd. representative(s) arrived on site to assist
Rone representative, Lanny Gist, in water injection inspection. The Rone
representative monitored the injection process of two water injection machines.
The injection machines injected water by the use of four injection probes spread
five feet apart, injecting at one foot intervals to a depth of ten feet. After
refusal was obtained, the injection machines would move forward at five foot
intervals. See report ~170382 for square footage, location and total gallons
placed on this date.
Technician Time:
Page 1 of 1
Technician: Eric Goodwin
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Pachcco Koch Consulting Engineers
6:30 AM - 5:00 PM
(1) Engineering Aaalyst
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, perfon'nance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
99DF PaRe 1 of 1
8908 Ambassador Row
Dnllns~ Texas 75247-4510
(214) 63O-9'/45
(214) 630-9819 (fax)
REPORT OF WATER INJECTION INSPECTION
CHent:
Project:
Services:
Duke Real~y Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dai-la~ TX 75254
Freeport 10
500 Freeport Parkway
Coppell, TX
Water Injection Inspection
Report No.: 170427
Project No.: 037333
Date of Service: 02/08/2003
Report Date: 02/11/2003
Report of Inspection
On this date, a Rone Engineers, Ltd. representative(s) was on site to perform
a water injection inspection. Attached are the locations and results.
Technician Time: 6:30 AM - 2:30 PM
Page 1 of 3
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Paeheco Koch Consulting Engineers
(1) Engineering Analyst
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
99DF Pa-e 1 of 1
WATER
INJECTION OBSERVATION
Client: Duke Realty Services, LP Report No.: 170427
Project No.: 037333
Project:- - Freeport 10 Date of Service: 2/8/2003
500 Freeport Parkway Page 2 of 3
Coppell, TX
DESCRIPTION/EXPLANATION YES NO N/A
1 Specific ~lravit~ of lime was checked and found to be 1.14 and 1.17 --
2 Lime slurrywas continuously agitated --
3 Surfactant was added to each load x
4 The iniection pressure was kept between 50 to 100 psi at point of iniection x
5 Intervals of 12" were achieved during iniection process until refusal x
6 Total depth of iniection -- 10 feet x
7 Maximum spacing of injection probes was recorded to be 5 ft. x
8 Free on surface water --
9 Square feet injected on this date - 105,000
10 Location of injection - Building Pad
Remarks:
continued 3rdpass
See attached for sketch of injected area, pass number for each area, dimension of injection area,
and amount of lime used on this date.
Technician Time: 6:30 AM - 2:30 PM
Technician Name: Lann~/Gist/Eric Goodwin
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no respons'ibility
for vedation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions
over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be
reproduced except in full without the wdtten approval of Rone Engineers, Ltd.
Rone:Eng,neers
[ _A. ~tl3iX. _Mr: SeffLangston
\ 5495'Belt Line Road, Suite
~TX 75P~54 J
Project: Freeport 10
500 Freeport Parkway
Coppell, TX
Services: Daily Activities
8908 Ambassador Row
Dallas, Texas 75247"1510
(214) 630-9745
(214) 630-9819 (fax)
On this date, a Rone Engineers,
Technician: Eric Goodwin
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Pacheeo Koch Consulting Engineers
REPORT OF DAILY ACTMTIES
Report No.: 170428
Project No.: 037333
Date of Service: 02/08/2003
Report Date: 02/11/2003
Report of Activi ies
Ltd. representative(s) arrive~ on site to assist
Rone representative, Lanny Gist, in water injection inspection. The Rone
representative monitored the injection process of two water injection machines.
The injection machines injected water by the use of four injection probes spread
five feet apart, injecting at one foot intervals to a depth of ten feet. After
refusal was obtained, the injection machines would move forward at five foot
intervals. See report ~170427 for square footage, location and total gallons
placed on this date.
Technician Time: 6:30 AM - 2:30 PM
(1)En~neefingAnal~t / /
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written eppmval of Rone Engineers, Ltd.
99DF Page 1 of 1
RoneEng neers
8908 Ambassador Row
Dallas, Texas 7S247=4510
(214) 630-9745
(~4) 630-9819 (~a~)
IN-PLACE DENSITY TESTING
CHeat:
Project:'
Services:
Duke Realty Services, LP
Atto: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
freeport 10 -
500 Freeport Parkway
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 170249
Project No.: 037333
Date of Service: 02/05/2003
Report Date: 02/11/2003
PROJECT DATA
CONTRACTOR:
Test Methods:
Duke Realty Services, LP
ASTM D-2922
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 32720
Test Mode: DT
Moisture
Current: 665
Previous: 658
M/D No.
De~ripfion
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density I~f
Tan Grayish Brown Clay w/Traces of Sand
Standard Counts
Density
Current: 3077
Previous: 3085
Project Requirements
Moisture Density
21.5 103.5 Optimum +5 95 rain
FIEI,D DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (pcO (% max)
Fill
1 Building Pad, 400' west x 50' north of 6" 1 25.2 126.6 101.1 98
southeast comer, 1 st lift
Fill
2 Building Pad, 500' west x 50' north of 6" 1 22.1 124.3 101.8 98
southeast comer, 1 st lift
Fill
3 Building Pad, 500' west x 100' north of 6" 1 21.8 122.0 100.2 97
southeast comer, 1 st lift
Fill
4 Building Pad, 600' west x 50' north of 6" I 22.7 127.2 103.7 100
southeast comer, 1 st lift
Fill
5 Building Pad, 600' west x 100' north of 6" 1 24.3 127.8 102.8 99
southeast comer, 1 st lift
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
07DF Page 1 of 2
Report No.: 170249
Project No.: 037333
Client: Duke Realty Services, LP
RoneEngineers
TEST
NO TEST LOCATION
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
DEPTH No. (%) (pc0 (pc0 (% max)
Fill
6 Building Pad, 700' west x 150' north of
southeast comer, 1 st lift
Fill
7 Southeast driveway approach, final grade
Technician: Lan_ny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Pacheeo Koch Consulting Engineers
6" 1 25.8 125.0 99.4 96
6" 1 22.0
Test results on this report meet project specification.
Started: 6:30 A
(1) Engineering Analyst
120.8 99.0 96
Finished: 3:00PM R,o~ ~ ~~~
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test results presented heroin were pm'pared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
repons are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
07DF Page 2 of 2
inees
r
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Freeport 10
500 Freeport Parkway
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 170466
Project No.: 037333
Date of Service: 02/10/2003
Report Date: 02/11/2003
PROJECT DATA
CONTRACTOR: Duke Realty Services, LP
Test Methods: ASTM D-2922
ASTM D-3017
Standard Counts
Density
Current: 3090
Previous: 3077
Gauge: Troxler 3430 Moisture
Gauge Serial No: 32720 Current: 663
Test Mode: DT Previous: 665
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
21.5 103.5 Optimum +5 95 rain
1 Tan Grayish Brown Clay w/Traces of Sand
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
DEPTH No. (%) (pc0 (pc0 (% max)
Fill
1 Building Pad, 700' east x 20' south of 6" 1 25.0 127.4 101.9 98
northwest corner, 1st lift
FiH
2 Building Pad, 800' east x 20' south of 6" 1 23.1 124.9 101.5 98
northwest corner, 1st lift
Fill
3 Building Pad, 900' east x 20' south of 6" 1 22.3 122.9 100.5 97
northwest corner, 1 st lift
FiH
4 Building Pad, 1,000' east x 20' south of 6" 1 22.8 126.9 103.3 100
northwest corner, 1 st lift
FiH.
5 Building Pad, 1,000' east x 75' south of 6" 1 24.8 128.7 103.1 100
northwest corner, 1 st lift
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
07DF Page 1 of 2
Report No.: 170466
Project No.: 037333
Client: Duke Realty Services, LP
ROneEngineers
Immm~l
TEST
NO
TEST LOCATION
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
DEPTH No. (%) (pcf) (PCO (% max)
Fill
6 Building Pad, 900' east x 75' south of 6" 1 25.1 125.0 99.9 97
northwest corner, 1st lift
Fill
7 Building Pad, 800' east x 75' south of 6" 1 21.8 122.0 100.2 97
northwest corner, 1st lift
Fill
8 Building Pad, 700' east x 75' south of 6" 1 22.6 125.4 102.3 99
northwest corner, 1st lift
Test results on this report meet project specification.
6:30 AM - 11:30 AM and
12:00 PM - 3:00 PM
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Pacheco Koch Consulting Engineers
Started:
(I) Engineering Analyst
Finished:
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports am for the exclusive use of the clients to whom they are addressed and shall not be repmdoced except in full without the written approval of Rone Engineers, Ltd.
07DF Page 2 of 2
RoneEng neers
8908Ambassador Row
D~la~ Texas75247-4510
(214)630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
Project:
Services:
Duke Realty Services, LP
Arm: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Freeport 10
500 Freeport Parkway
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 170222
Project No.: 037333
Date of Service: 02/04/2003
Report Date: 02/11/2003
PROJECT DATA
CONTRACTOR:
Test Methods:
No.
Duke Realty Services, LP
ASTMD-2922
ASTMD-3017
Standard Counts
Density
Current: 658
Previous: 661
Gauge: Troxler 3430 Moisture
Gauge Serial No: 32720 Current: 658
Test Mode: DT Previous: 661
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
Description Moisture % Density pcf Moisture Density
21.5 103.5 Optimum +5 95 mia
Tan Grayish Brown Clay w/Traces of Sand
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) COcO Coco (% max)
Fill
1 Building Pad, 800' east x 200' south of the 6" 1 24.0 124.2 100.2 97
northwest comer, 1st lift
Fill
2 Building Pad, 800' east x 300' south of the 6" 1 21.7 124.3 102.1 99
northwest comer, 1 st lift
Fill
3 Building Pad, 800' east x 400' south of the 6" 1 22.3 122.2 99.9 97
northwest comer, 1 st lift
Fill
4 Bulding Pad, 800' east x 500' south of the 6" 1 22.5 126.2 103.0 100
northwest comer, 1st lift
Fill
5 Building Pad, 800' east x 600' south of 6" 1 23.0 125.2 101.8 98
northwest comer, 1 st lift
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Roue Engineers, Ltd.
07DF Page 1 of 2
Report No.: 170222
Project No.: 037333
Client: Duke Realty Services, LP
RoneEngineers
See report 9170155
Technician: La_rmyGist _
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(I) City of Coppcll Engineering Dept.
(1) Pacheco Koch Consulting Engineers
Test results on this report meet project specification.
Started: Finished:
(1) Engineering Analyst . --
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepmed based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exelnsive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
07DF Page 2 of 2
:RoneEngin ers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax}
REPORT OF REINFORCING STEEL INSPECTION
Client:
Pr~e~:
Services:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Freeport 10
500 Freeport Parkway
Coppell, TX
Reinforcing Steel Inspection
Report No.: 170183
Project No.: 037333
Date of Service: 02/04/2003
Report Date: 02/11/2003
Report of Inspection
On this date, a Rone Engineers, Ltd. representative(s) was on site to perform
Reinforcing Steel Inspection. The results are attached.
Technician Time: 6:30 AM - 7:30 AM
Page 1 of 2
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Paeheeo Koch Consulting Engineers
( 1 ) Engineering Analyst
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
99DF Paoe 1 of 1
RoneEn gineers
8908 Ambassador Row
Dallas, Texas 75247
(214) 630-9745
121 North Rayner
Fort Worth, Texas 76111
(817) 831-6211
Project:
Report of
Reinforcing Steel Inspection
Report No.:
Project No.:
Date of Service:
Page
Locations and Items Inspected:
Items Inspected: Conforming Non Items Inspected: Conforming Non Items Inspected: Conforming Non
Conforming Conforming Conforming
Placing Drawings Bar Length Column Ties Properly
Approved ~- and Shape d,~ Tied and Spaced ~
Bar Size ~ Proper Bar Placement ~ Stirrup Spacing and Type ~
Bar Grade l~ Properly Tied ~ Lapped Splices ~
Bars Clean ~ Dowel Bars in Place gl..... Welded Splices ~
Fom~ Clean ~ Proper Bar Supports ~ Mechanical Splices .......--~
Number Bars ~.-. Proper Cover V'
Inspector's Signature: ., ,"'i .d~,~r,' Time: to
L //
Client/Contractor Signature: ~ ~ L~_~c ~ ~ .
_ ?_ ~ /,,.., Client/Contractor Copied with Results: Yes / No
RoneEngineers
8908 Ambassndor Row
~~~ Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
REPORT OF REINFORCING STEEL INSPECTION
Client:
Duke Realty Services, LP
Atto: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project: Freeport 10
500 Freeport Parkway
Coppell, TX
Services: Reinforcing Steel Inspection
Report No.: 170468
Project No.: 037333
Date of Service: 02/10/2003
Report Date: 02/11/2003
Report of Inspection
On this date, a Rone Engineers, Ltd. representative(s) was on site to perform
Reinforcing Steel Inspection. The results are attached.
Technician Time: 11:30 AM - 12:00 PM
Page 1 of 2
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) Ci~ of Coppell Engineering Dept.
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
~~K Scott Watson
CMT Operations Manager
LIMITATIONS: The test results presented heroin were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
repons are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
99DF Page 1 of 1
RoneEn gineers
8908 Ambassador Row
Dallas, Texas 75247
(214) 630-9745
121 North Rayner
Fort Worth, Texas 76111
(817) 831-6211
Client:
Project: _e~'3'~,°~,-----37~/~.d(~,.3,
Report of
Reinforcing Steel Inspection
Report No.:
Project No.:
Date of Service:
Page
Locations and Items Inspected:
Items Insp*eted: Conforming Non Items Inspected: Conforming Non Items Inspected: Conforming Non
Conforming Conforming Conforming
Placing Drawings Bar Length Column Ties Properly
Approved ~ and Shape ~ Tied and Spaced ~
Bar Size ~ Proper Bar Placement ~ Stirrup Spacing and Type ..~-
Bar Grade ~ Properly Tied ~- Lapped SpLices ~
Bars Clean /.~ )owe[ Bars in Place ~ Welded Splices
:ormClean ,~.- Pr°perBarSupp°rts d~2~ ~ 'td MechanicalSplices ~
Number Bars ~ Proper Cover ~
Discrepancies / C
!
Inspector's Signature: /,~;st~ Time: to i'2~'~,~?,-,'
Client/Contractor Signature: L]~ ~ Client/Contractor Copied with Results: Yes / No
LIMITATIONS: The test results presemed heroin were pm~ed b~n the ~fic samples pro~ided for ~eatlng. We ~sume no msponslbi[ity Ibr variation in qualily (comprmifion