Freeport NIP(7.0)-LR0303198908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630=9819 (fax)
REPORT OF WATER INJECTION INSPECTION
Client:
Duke Realty Services, LP
Arm: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project: Freeport 10
500 Freeport Parkway
C0ppell, TX
Services: Water Injection Inspection
Report No.: 172887
Project No.: 037333
Date of Service: 03/15/2003
Report Date: 03/19/2003
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
(l) City of Coppell Engineering Dept.
(1) Pacheco Koch Consulting Engineers
6:30 a.m. - 11:00 a.m.
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
Ron
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 PaRe I of 1
WATER
INJECTION OBSERVATION
Client: Duke Realty Services, LP Report No.: 172887
Project No.: 037333
Project: Freeport 10 Date of Service: 3/15/2003
500 Freeport Parkway Page 2 of 3
Coppell, TX
' 'DESCRIPTION/EXPLANATION YES NO N/A
1. Specific ~lravity of lime was checked and found to be 1.14 and 1.17 x
2. Lime slurry was continuously/agitated X
3. Surfactant was added to each load x
4. The injection pressure was kept between 50 to 100 psi at point of injection X
5. Intervals of 12" were achieved durin9 iniection process until refusal X
6. Total depth of injection - 10 feet X
7. Max. spacincj of iniection probes was recorded to be 5 ft. X
8. Free lime on sur[ace x
9. Square feet injected on this date 96,500
10. Location of iniection Buildin(j pad 4-D
Remarks: continued 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.
Time:
Technician:
6:30 a.m. - 11:00 a.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.
-ouI
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.: 172911
Project No.: 037333
Date of Service: 03/16/2003
Report Date: 03/19/2003
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: 655
Test Mode: DT Previous: 651
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Standard Counts
Density
Current: 3061
Previous: 3045
Project Requirements
Moisture Density
1 Dark Brown Clay
19.5 104.5 Optimum +4 95 rain
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
PROBE M/D MOISTURE WET DENSIIY DRY DENSITY DENSITY
DEPTH No. (%) (PCO (pcf) (% max)
Fill
1 Retention pond, 100' east & 25' south of 6" 1 22.1 124.1 101.6 97
northwest comer, 1st lift
Fill
2 Retention pond, 150' east & 30' south of 6" 1 23.0 126.8 103.1 99
northwest comer, 1 st lift
Fill
3 Retention pond, 225' east & 25' south of 6" 1 22.4 123.6 101.0 97
northwest comer, 1 st lif~
Technician: Larmy Gist
Report Distribution:
(I) Duke Realty Services, LP
(1) Duke Realty Services, LP
( 1 ) City of' Coppell Engineering Dept.
(1} Pacheco Koch Consulting Engineers
Test results on this report meet project specification.
Started: 9:00am Finished: 1 l:00a
(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, eppeamnce, 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.
07DD Page 1 of 1
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
Coppell, TX
Services: Reinforcing Steel Inspection
Report No.: 172831
Project No.: 037333
Date of Service: 03/14/2003
Report Date: 03/19/2003
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: Lan_ny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Pacheco Koch Consulting Engineers
2:30 p.m. - 3:00 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 am addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
99DD Page 1 of 1
RoneEn gineers
8908 Ambassador Row
Dallas, Texas 75247
(214) 630-9745
121NorthRayner
Fort Worth, Texas 76111
(817)831-6211
Client:
Project:
Report of
Reinforcing Steel Inspection
Report No.:
Project No.:
Date of Service:
Page
69~7Y$3
~L of q.~
Locationsandltemslnspected: //7/¢;q,c~,_~'[~ ~'t~; ~ 7t-Oo2 57~3/rrt Z,/,~ c° ~
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 ~ Tied and Spaced
Bar Size ~ Proper Bar Placement L.---~-- Stirrup Spacing and Type
Bar Grade ~ Properly Tied ~ Lapped Splices
Bars Clean ~.,~'~ Dowel Bars in Place ~ Welded Splices
'orm Clean ~-~ Proper Bar Supports /~"' Mechanical Splices
Number Bars ~ Proper Cover
Discrepancies / Comments:
Inspector's Signature: ~ -~' )~ ? Time: ~: ~o£~..._ to 3-,o£-----
Client/Contractor Signature: Client/Contractor Copied with Results: Yes / No
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630.9745
(214) 630-9819 (fax)
REPORT OF WATER INJECTION INSPECTION
Client:
Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project: Freeport 10
500 Freeport Parkway
'Coppell, TX
Services: Water Injection Inspection
Report No.: 172718
Project No.: 037333
Date of Service: 03/13/2003
Report Date: 03/19/2003
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. - 5:30 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) Pacheco Koch Consulting Engineers
(I) Engineering Analyst
(l) 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
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.
99DD Pa-e 1 of I
WATER
INJECTION OBSERVATION
Client: Duke Realty Services, LP Report No.: 172718
Project No.: 037333
Project: Freeport 10 Date of Service: 3/13/2003
500 Freeport Parkway Page 2 of 3
Coppell, TX
-, ' ' DESCRIPTION/EXPLANATION YES NO N/A
1. Specific gravity of lime was checked and found to be 1.14 and 1.17 X
_~. Lime slurry was continuously agitated x
i3. 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. Max. spacing of iniection probes was recorded to be 5 ft. X
8. Free lime on surface X
9. Square feet injected on this date 133,000
10. Location of injection Building pad 4-D
Remarks: continued 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.
Time:
Technician:
6:30 a.m. - 5:30 p.m.
L. Gist
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibiiity 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, Inc.
+-I-H .... ~4-
Ro 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
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project: Freeport 10
500 Freeport Parkway
Coppell, TX
Services: Water Injection Inspection
Report No.: 172784
Project No.: 037333
Date of Service: 03/14/2003
Report Date: 03/19/2003
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.
(I) Paeheco Koch Consulting Engineers
6:30 a.m. - 12:00 p.m.
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
Ro n
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
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.
99DD PaRe 1 of 1
WATER
INJECTION OBSERVATION
Client: Duke Realty Services, LP Report No.: 172784
Project No.: 037333
Project: Freeport 10 Date of Service: 3/14/2003
500 Freeport Parkway Page 2 of 3
Coppell, TX
· DESCRIPTION/EXPLANATION YES NO N/A
1. Specific ~Iravit¥ of lime was checked and found to be 1.14 and 1.17 x
2. Lime slurry was continuously agitated X
:~. Surfect~nt was added to each load X
~. The injection pressure was kept between 50 to 100 psi at point of iniection x
5. Intervals of 12" were achieved durin~l iniection process until refusal X
5. Total depth of iniection - 10 feet x
7. Max. spacin~l of injection probes was recorded to be 5 ft. x
5. Free lime on surface X
9. Square feet injected on this date 112,000
10. Location of injection Building pad 4-D
Remarks: completed 1st pass, 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.
Time:
Technician:
6:30 a.m. - 12:00 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-H
S'~J qBGI-~B~(/.IB) 'ouI ~sJ~,u.~u3 auo2J eO~:80 ~0 BI ~N
glneers
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.: 172888
Project No.: 037333
Date of Service: 03/15/2003
Report Date: 03/19/2003
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: 651
Test Mode: DT Previous: 667
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Standard Counts
Density
Curreat: 3045
Previous: 3079
Project Requirements
Moisture Density
1 Dark Brown Clay
19.5 104.5 Optimum +4 95 rain
FIELD DENSITY TESTS
TEST
NO
TEST LOCA~ON
PROBE M/D MOISTURE WETDENSITY DRYDENSITY DENSITY
DEPTH No. (%) ~c0 OeO (% max)
Fill
1 Retention pond, west radius, 20' north of 6" 1 22.6 126.0 102.8 98
southwest comer, 1 st lift
Fill
2 Retention pond, west radius, 40' north of 6" 1 22.8 126.1 102.7 98
southwest comer, 1st lift
Fill
3 Retention pond, west radius, 60' north of 6" 1 22.6 125.4 102.3 98
southwest comer, 1st lift
Test results on this report meet project specification. ~./~/~
(1, En~t:ee~:~:~ljli~0a Finished: 12:30p .R~~~r[~ ....... __~
(1) city of Coppell Engineering Dept. K. Scott Watson
CMT Operations Manager
Technician: Lan_ny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(i) City of Coppell Engineering Dept.
(1) Pacheeo Koch Consulting Engineers
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.
07DD Page I of 1
RoneEn glneers
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.: 172785
Project No.: 037333
Date of Service: 03/14/2003
Report Date: 03/19/2003
PROJECT DATA
CONTRACTOR: Duke Realty Services, LP
Test Methods: ASTM D-2922
ASTM D-3017
M/DNo. Desc~pfion
Gauge: Troxler 3430
Moisture
Gauge Serial No: 32720 Current: 667
Test Mode: DT
Previous: 661
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Standard Counts
Density
Current: 3079
Previous: 3099
Project Requirements
Moisture Density
1 Tan Grayish Brown Clay w/Traces of Sand
21.5 103.5 Optimum +4 95 min
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
DEPTH No. (%) (Pc0 (pcf) (% max)
Backfill
1 Storm drain, line 1, Station 3+00, 1st lift 6" 1 22.8 122.1 99.4 96
Backfill
2 Storm drain, line 1, Station 3+50, 2nd lift 6" 1 21.8 125.0 102.6 99
Backfill
3 Storm drain, line 1, Station 4+00, 1st lift 6" 1 22.3 126.1 103.1 100
Backf'fll
4 Storm drain, line 1, Station 4+50, 2nd lift 6" 1 22.7 121.5 99.0 96
Backf'fll
5 Storm drain, line 1, Station 5+00, 1st lift 6" 1 23.2 123.7 100.4 97
Test results on this report meet project specification.
Technician: Larmy Gist Started: 12:00p Finished: 2:30pm R/~~~~x~
Report Distribution:
(1) Duke Realty Services, LP (1) Engineering Analyst
(1) Duke Realty Services, LP (1) City of Coppell Engineering Dept.
(1) City of Coppell Engineering Dept. CMT Operations Manager
(I) Paeheco Koch Consulting Engineers
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for vafiation 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 Ro/ae Engineers, Ltd.
07DD Page 1 of 1
RoneEngineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
ARm Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 172588
Project No.: 037333
Date of Service: 03/11/2003
Report Date: 03/19/2003
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fi'esh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Hanson
PLANT: 27
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 2 Days
SLUMP (in): 8" Maximum
AIR (%):
TEST METHOD:
3% - 6%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
MIX DESIGN I.D.: 7524
PLACEMENT DATE: 03/1 1/2003
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 4:00pm BATCH TIME: 3:00pm
TEMPERATURE (F) - AIR 68 F CONCRETE: 62 F
TRUCK NO: 648 TICKET NO: 499983
AIR CONTENT (%): 3.5 UNIT WEIGHT (pcO: NA
OVERALL PLACEMENT LOCATION:
Paving patch at storm line S-I
SAMPLE LOCATION: Westbound land
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 4.00
MAXIMUM
DATE AGE LOAD
TESTED (days) Obs. force)
03/13/2003 2 107050
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
3790 Unbonded Cap
1 2 4.00
03/18/2003 7 140805
4980 Unbonded Cap
1 3 4.00
1 4 4.00
04/08/2003 28
04/08/2003 28
Unbonded Cap
Unbonded Cap
1 5 4.00
03/15/2003 4 124725
4410 Unbonded Cap
Water added at site: 10 gallons
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Potter Concrete
Started: 2:30pm Finished: 5:30pm
(1) Paeheco 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 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.
01DK Page 1 of 1