Freeport NIP(7.0)-LR030314Ro gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-98~9 (fax)
REPORT OF WATER INJECTION INSPECTION
Client:
Duke Realty Services, LP
Arm: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project: Freeport 10
500 Freeport Parkway
C0ppell, TX
Services: Water Injection Inspection
Report No.: 172430
Project No.: 037333
Date of Service: 03/10/2003
Report Date: 03/14/2003
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 a.m. - 2:30 p.m.
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
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
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 contml. Our letters and
repons are for the exclusive use of the clients to whom they are addressed and shall not be repmduced except in full without the written appmval of Rone Engineers, Ltd.
99DD PaRe 1 of 1
WATER
INJECTION OBSERVATION
Client: Duke Realty Services, LP Report No.: 172430
Project No.: 037333
Project: Freeport 10 Date of Service: 3/10/2003
500 Freeport Parkway Page 2 of 3
· DESCRIPTION/EXPLANATION YES NO NIA
· Specific gravib/of lime was checked and found to be 1.14 and 1.17 N/A
2. Lime slurry was continuously agitated N/A
3. Surfactant was added to each load X
~,. The injection 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. Max. spacing of iniection probes was recorded to be 5 ft. X
8. Free lime on surface N/A
9. Square feet injected on this date 129,500
10. Location of iniection Building Pad C-3
Remarks: completed 5th pass, began 6th 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.
Time:
Technician:
6:30 a.m. - 2:30 p.m.
L. Gist
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, Inc.
--H-I-FI
RoneEngineers
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. 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.: 172525
Project No.: 037333
Date of Service: 03/11/2003
Report Date: 03/14/2003
PROJECT DATA
CONTRACTOR: Duke Realty Services, LP
Test Methods: ASTM D-2922
ASTM D-3017
M/D No. Description
Gauge: Troxler 3430 Moisture
Gauge Serial No: 32720 Current: 656
Test Mode: DT
Previous: 654
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Tan Grayish Brown Clay w/Traces of Sand
21.5 103.5
Standard Counts
Density
Current: 3055
Previous: 3092
Project Requirements
Moisture Density
Optimum +4 95 min
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pcf) (,pc0 (% max)
Backfill
Storm drain, Line 1, Station 2+00, 1 st lift 6" 1 22.9
Backfill
Storm drain, Line 1, Station 1+75, 2nd lift 6" 1 21.8
Test results on this report meet project specification.
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services. LP
(1) City of Ceppell Engineering Dept.
(I) Paeheco Koch Consulting Engineers
Started: 12:00p
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
123.6 100.6 97
123.4 101.3 98
CMT Operations Manager
Finished: 2:00pm
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
reports am 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.
07DD Page 1 of 1
gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(2114) 630-9745
(214) 630-9819 (fax)
REPORT OF WATER INJECTION INSPECTION
Client:
Duke Realty Services, LP
Attn: Mr. JcffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project: Freeport 10
500 Freeport Parkway
C0ppell, TX
Services: Water Injection Inspection
Report No.: 172526
Project No.: 037333
Date of Service: 03/11/2003
Report Date: 03/14/2003
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:
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
6:30 a.m.'- 12:00 p.m.
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
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.
99DD Page 1 of 1
WATER
INJECTION OBSERVATION
Client: Duke Realty Services, LP Report No.: 172526
Project No.: 037333
Project: Freeport 10 Date of Service: 3/11/2003
500 Freeport Parkway Page 2 of 3
· DESCRIPTION/EXPLANATION YES NO N/A
· Specific ~ravit)/of lime was checked and found to be 1.14 and 1.17 N/A
;~. Lime slurr~ was continuously a~litated N/A
3. Surfactant was added to each load X
~. The injection 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 injection -- 10 feet x
7. Max. spacing of injection probes was recorded to be 5 ft. X
8. Free lime on surface N/A
9. Square feet iniected on this date 123,500
10. Location of iniection Building Pad C-3
Remarks: completed 6th pass water
See attached for sketch of injected area, pass number for each area, dimension of injection area, and amount of lime
used on this date.
Time: 6:30 a.m. - 12:00 p.m.
Technician: L. Gist
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, Inc.
RoneEn gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
REPORT OF REINFORCING STEEL INSPECTION
Client:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project: .Freeport 10
500 Freeport Parkway
Cbppell, TX
Services: Reinforcing Steel Inspection
Report No.: 172530
Project No.: 037333
Date of Service: 03/11/2003
Report Date: 03/14/2003
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:
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) Pacheco Koch Consulting Engineers
2:00 p.m. - 2:30 p.m.
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
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 reproduced except in full without the written approval of Rone Engineers, Ltd.
99DD Pa~e 1 of 1
8908 Ambassador Row
Dallas, Texas 75247
(214) 630-9745
121 North Rayner
Fort Worth, Texas 76111
(817) 831-6211
Client:
Project:
Report of
Reinforcing Steel Inspection
Report No.:
Project No.:
Date of Service:
Page
Locations and Items Inspected: /D~', ,~? /tPqfc~ q~- J'7~,.~-~ g/~e' 5'- /
Items Inspected: Conforming Non Items Inspected: Conforming Non Items Inspected: Conforming Non
Conforming Conforming Conforming
Placing Drawings Bar Length Column Ties Properly
Approved ~ and Sha~e ~ Tied and Spaced
Bar Size ~ Proper Bar Placement ~ Stirrup Spacing and Type
Bar Grade ~ Properly Tied ~ Lapped Splices L~
Bars Clean ~ Dowel Bars in Place ~ Welded Splices ~
Form Clean t~ Proper Bar Supports ~ Mechanical Splices __
Number Bars ~ Proper Cover ~
Discrepancies/Comments:
Inspector's Signature:
Time: to
Client/Contractor Signature: Client/Contractor Copied with Results: Yes / No
RoneEng neers
8908 Ambassador Row
Dallas, Texas 7524%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
C0ppell, TX
Services: Reinforcing Steel Inspection
Report No.: 172471
Project No.: 037333
Date of Service: 03/10/2003
Report Date: 03/14/2003
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:
Page 1 of 2
Technician: Lanny Gist
Report Distribution:
(I) Duke Real~y Services, LP
(1) Duke Realty Services. LP
(1) City of Coppell Engineering Dept.
(1) Pacheco Koch Consulting Engineers
2:30 p.m. - 3:00 p.m.
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
3tt 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 flag without the written approval of Rone Engineers, Ltd.
99DB Pa.e 1 of 1
8908 Ambassador Row
Dallas, Texas 75247
(214) 630-9745
121 North Rayner
Fort Worth, Texas 76111
(817) 831-6211
Report of
Reinforcing Steel Inspection
Client: ~0~/~ Report No.: [ 7 2 ~!'7 {
Project No.:
Project: /t~co~,~ ./~la Date of Service:
Page
0'37333
[ of /
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 IL~ Tied and Spaced ~
Bar Size ~/ Proper Bar Placement ~ Stirrup Spacing and Type _
Bar Grade ~ Properly Tied I~ Lapped Splices ~,~
Bars Clean t,/ Dowel Bars in Place ~ Welded Splices ,.--...--~
Form Clean ~ Proper Bar Supports ~ Mechanical Splices , , -
Number Bars L~ Proper Cover ~
Inspector's Signature: ~. ~;~/~ Time: to
Client/Contractor Signatur .~. ~-~/~ Client/Contractor Copied with Results: Yes / No