Freeport NIP(7.0)-LR030505: R°neEngineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Atto: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 175564
Project No.: 037333
Date of Service: 04/25/2003
Report Date: 05/05/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppcll, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples end bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
connectOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTa: 4000 psi ~ 28 Days
SLUMP (in): 5" - 7"
~ (%):
TEST METHOD:
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
MIX DESIGN I.D.: 9361
PLACEMENT DATE: 04/25/2003
WEATHER CONDITIONS: Clear
· n~mS~LED: l:00pm BATCHTIME: 12:29pm
TEMPERATLrRE keF) - AIR 80 F CONCRETE: 81 F
:mutt No: 108 TIC~T NO: 114110
Am coNTgwr (%): NA UNIT WEIGFIT (peri: NA
OVERALL PLACEMENT LOCATION:
See pier inspection report #175563
SAMPLE LOCATION: Piers X-4, W-4 and W-5
REPORT Ol~ TERTR
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. Ouches) TESTED (days) Obs- force) (psi) TYPE
1 1 6.25 05/02/2003 7
1 2 '6.25 05/23/2003 28
1 3 6.25 05/23/2003 28
1 4 6.25 06/20/2003 56
See report #175563 for technician time.
Technician: Rick Smith
Report Distribution:
(1) Duke Realty Servieee, LP
(1) Duke Realty Service, LP
(1) City of Coppell Building Dept.
(1) Potter Concrete
Started:
Finished:
(I) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
113510
4010 Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samplez 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.
01DK Page 1 of 1
RoneEn gineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
REPORT OF REINFORCING STEEL 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: Reinforcing Steel Inspection
Report No.: . 175919
Project No.: 037333
Date of Service: 04/29/2003
Report Date: 05/05/2003
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 Tiroe: 3:00 AM - 4:00 AM
Page 1 of 2
Technician: Ben Weaverling
Report Distribution:
(1) Duk~ R~lty Services, LP
(1) Duke Renlty Serviens, LP
(1) City of Coppell Building Dept.
(l) Pacheco 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 pwvided 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 con~rol. 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
gineers
8908 Ambassador Row
Dallas, Texas 75247
(214) 630-9745
121 North Rayner
Fort Worth, Texas 76111
(817) 831-621!
Client:
Report of
Reinforcing Steel Inspection
Project: tCr~, ~o r+ tO
Report No.: / 7..Cq
Project No.: 0 g 7.?.72'
Date of Service: q- 7 q- 0.7
Page '~- of
Locations and Items Inspected:
Items Inspected: Conforming Non Items Inspected: Conforming No~ Items InspecIed: Conforming Non
Conforming Conforming Conforming
Placing Drawings Bar Length Column Ties Property
Approved ~ and Shape ~ Tied and Spaced
Bar Size ~ Proper Bar Placement ~' Stirrup Spacing and Type
Bar Grade ~ Properly Tied ,~' Lapped Splices
Bars Clean ~ Dowel Bars in Place ~ Welded Splices
Form Clean ~. 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
,RoneEn g jne : ers::
Client:
Project:
Services:
Duke Realty Services, LP
At'm: 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.
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste+ lS0, Houston, TX 77040
Corporate Phone: (214) 630-9745
IN-PLACE DENSITY TESTING
Report No.: 175776
Project No.: ' 037333
Date of Service: 04/29/2003
Report Date: 05/05/2003
PROJECT DATA
CONTRACTOR: Duke Realty services, LP
Test Methods: ASTM D-2922
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 32720
Test Mode: DT
Moisture
Current: 652
Previous: 651
Standard Counts
Density
Current: 3066
Previous: 3094
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
No. Description Moisture % Density pcf Moisture Density
1 Tannish Brown Sandy Clay (Lime Treated)
22.0 100.0 Optimum + 95-100
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (pe0 (% max)
Lime Subgrade
1 Building pad, 1250' east by 100' north of 6" 1 22.7 118.2 96.3 96
southwest comer, final
Lime Subgrade
2 Building pad, 1250' east by 200' north of 6" 1 23.6 118.7 96.0 96
southwest comer, final
Lime Subgrade
3 Building pad, 1250' east by 300' north of 6" 1 23.8 123.3 99.6 100
southwest comer, final
Lime Subgrade
4 Building pad, 1250' east by 400' north of 6" 1 22.3 118.5 96.9 97
southwest comer, final
Lime Subgrade
5 Building pad, 1250' east by 500' north of 6" 1 23.9 121.9 98.4 98
southwest comer, final
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation ia quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no contwl. Our letters and
reports are for the exclusive use of the chents to whom they are edd~essed and shall not be reproduced except in fifll without the written approval of Rone Engineers, Ltd.
07DD Page 1 of 2
Report No.: 175776 RoneEngineers
Project No.: 037333
Client: Duke Realty Services, LP
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Building Dept.
(1) Pacheco Koch Consulting Engineers
Test results on this report meet project specification.
Started: 6:~Oam Finished:ll;30a R~C~
C~ ~fiom M~er
LIMITATIONS: The test results presented herein were prepared based upon the specific samples pwvided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, e/c.) 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 2 of 2
Ro neEng neers
8908 Ambassador Row, Dalla% TX 75247
2696 Gravel Drive, Fori Worth, TX 76118
6300 Rothway, Stp. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 175656
Project No.: 037333
Date of Service: 04/26/2003
Report Date: 05/05/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrele 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.
CONTRACTOR: Duke Realty Services, LP
CONCRETe. St~PPLIER: Potter
r~: ~ site
SPECI~CA~ON ~Q~NTS
sT~: 4000 psi ~ 28 Days
SL~ (in): 6" ~imm
Affi (%):
~ST ~OD:
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
MIX DESIGN LD.: 9349
PLACEMENT DATE: 04/26/2003
WEA'rHI~R CONDITIONS: Clear
TIME SAMPLED: 4' 10am BATCH TIME: 3'43arll
TEMPE~T~JRE(V)-Am 60 r CONCRETE: 83
· RVCK NO: 103 ~C~mT NO: 114130
Am coNTEwr (%): NA t~IT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Slab - grid lines N-Y at 3-5
SAMPLE LOCATION: Line N. 1 at 4.8
REPORT OF TE~TR
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 5.75 05/03/2003 7 116805 4130 Unbonded Cap
1 2 5.75 05/24/2003 28 Unbonded Cap
i 3 5.75 05/24/2003 28 Unbonded Cap
I 4 5.75 06/21/2003 56 Unbonded Cap
Water added at site: 5 gallons
LIMITATIONS: Thetest resultspr~,~,anted herein were prepared based uponthe apecific samples provided for te~ng. We assume no responsibility for variation inqualiW
(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
rapom ~ for the exclusive use of the clienis lo whom they are addre/~sed and shall not be reproduced except in full without the wriaen approval of Rone Engineers, Ltd.
01DK Page 1 of 10
RoneEngineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214} 630-9745
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.: 175656
Project No.: ' 037333
Date of Service: 04/26/2003
Report Date: 05/05/2003
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locat/cms, perform required field testing, cast compressive strength samples and bring
samples back to the laborato~ for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: Duke' Realty Services, LP
CONCRETE SUPPLIER: Potter
pL~rr: On site
SPECIFICATION REQUIREMENTS
STRE~Tm 4000 psi ~ 28 Days
SLUMP (in): 6" maximum
AIR (%):
TEST blETHOD:
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
MIX DESIGN LD.: 9349
PLACEMENT DATE: 04/26/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 5' 15aIn BATCH TUn~: 5:03am
TEMPERATURE (F)- AIR 58 F CONCRETE: 82 F
T~VCK NO: 104 TICKET NO: 114139
,UR co~x~rr (%): NA UNIT WEIGHT (pc0:' NA
OVERALL PLACEMENT LOCATION:
Slab - grid lines N-Y at 3-5
SAMPLE LOCATION: Line P.2 at 3.4
REPORT OF TE~T~
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (d~ys) Obs. force) (psi) TYPE
2 1 5.0 05/03/2003 7 123795 4380 Unbonded Cap
2 2 5.0 05/24/2003 28 Unbonded Cap
2 3 5.0 05/24/2003 28 Unbonded Cap
2 4 5.0, 06/21/2003 56 Unbonded Cap
Water added at site: 5 gallons
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 fimture of similar subject marter provided by persons or conditions over wMch we have no conU'ol. 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 wrlrten approval of Rone Engineers, Ltd.
01DK Page 2 of 10
:RoneEngineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Linc Road, Suite 360
Dallas TX 75254
Report No.: 175656
Project No.: 037333
Date of Service: 04/26/2003
Report Date: 05/05/2003
Freepor~ 10
500 Freeport Parkway
Coppell, TX ,
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive s~ength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOt~: Duke Realty SerVices, LP
CONCRETE SUPPLIER: Potter
Pta~rr: On site
SPECIFICATION REQUIREMENTS
STP.~NGTH: 4000 psi ~ 28 Days
SLUMP (in): 6" l~aximul~
Am (%):
T~ST METHOD:
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
MIX DESIGN I.O.: 9349
PLACEMENT DATE: 04/26/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 6:10a122 BATCH TIM~: 6:02am
TEMPERATURE (F) - AIR 55 F CONCRETE: 82
'fRUCKNO: 103 TICKETNO: 114150
niR Co,trENT (%): NA UmT W~IaHT (Pc0: NA
OVERALL PLACEMENT LOCATION:
Slab - grid lines N-Y at 3-5
SAMPLE LOCATION: Line Q.3 at 3.7
RF~PORT OF
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARleD SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) 0bk. force) (psi) TYPE
3 1 5.25 05/03/2003 7 119450 4220 Unbonded Cap
3 2 5.25 05/24/2003 28 Unbonded Cap
3 3 5.25 05/24/2003 28 Unbonded Cap
3 4 5.25 06/21/2003 56 Unbonded Cap
LRVlITATIONS: The test results presented herein were prepared based upon thc specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other festurc of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports arc for thc exclusive use of thc clients to whom they arc add~ssed end shall not be reproduced except in full without thc written approval of Rone Engineers, Ltd.
01DK Page 3 of 10
gineers
8908 Ambassador Row, DaRns, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corpornte Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
Atto: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 175656
Project No.: 037333
Date of Service: 04/26/2003
Report Dote: 05/05/2003
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, east compressive strength samples and bring
samples back to the laborato~ for curing end testing in accordance with applicable standards.
coNTa~cro~ Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
pi~vr: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP (in): 6" maximum
Am (%):
TEST METHOD:
NA
ASTM C-172
ASTIVl C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
MLX OESIGN I.D.: 9349
PLACEMENT DATE: 04/26/2003
WEATHER CONDITIONS: Sunny
TIME SAMPLED: 7:45am BATCH T~M~: 7:36am
~MPERATURE09-Am 62 V CONCRETE: 83
?RUCX NO: 103 TIGHT NO: 114159
Ara CON~NT (%): NA ~T W~IGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Slab - grid lines N-Y at 3~5
SAMPLE LOCATION: Line R.5 at 4.2
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (Inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 4.75 05/03/2003 7 119930 4240 Unbonded Cap
4 2 4.75 05/24/2003 28 Unbonded Cap
4 3 4.75 05/24/2003 28 Unbonded Cap
4 4 4.75 06/21/2003 56 Unboaded Cap
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 wh/ch 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 ia full without the written approval of Rone Engineers, Ltd.
01DK Page 4 of 10
RoneEn g: : ·
: ineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houstan, TX 77040
Cnrporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
CHent:
Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 175656
Project No.: 037333
Date of Service: 04/26/2003
Report Date: 05/05/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive s~'ength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
coNTRAcrom Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRE~GTm 4000 psi ~ 28 Days
SLUMP (in): 6" maximum
AIR (%):
TEST METHOD:
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
MLX D~,S~GN I~.: 9349
PLACEMENT DATE: 04/26/2003
WEATHER CONDITIONS: Sunny
TIME SAMPLED: 8:25aH1 BATCH TIME: 8128am
TEMPERATURE (F) - AIR 68 F CONCRETE: 82 F
~ucxNo: 103 TIC~a~TNO: 114169
Am CONTENT (%): NA UNIT V~[G~-rr (oct): NA
OVERALL PLACEMENT LOCATION:
Slab - grid lines N-Y at 3-5
SAMPLE LOCATION: Line R.9 at 3.7
RF~PORT OF TE,qT,q
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH . FRAcTuI~
SET NO. (inches) TESTED (days) Obs. force) (psi) TYPE
5 1 4.5 05/03/2003 7 116185 4110 Unbonded Cap
5 2 4.5 05/24/2003 28 Unbonded Cap
5 3 4.5 05/24/2003 28 Unbonded Cap
5 4 4.5 06/21/2003 56 Unbonded Cap
Water added at site: 5 gallons
LIMITATIONS: The test results presented he~.in 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 conlrol. Our letters and
repons are for the exclusive use of the clients to whom they am addressed and shall not be ~produced except in foil without the written approval of Rone Engineem, Ltd.
01DK Page $ of 10
RoneEngineers
8908 Ambassador Raw, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: {214} 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
Aah: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 175656
Project No.: 037333
Date of Service: 04/26/2003
Report Date: 05/05/2003
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh 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
CONTRnCTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
P~NT: On site
SPECIFICATION P~QUIILEMENTS
STRENGTm 4000 psi ~ 28 Days
SLUMP (in): 6" maximum
Am (%):
T~ST M~THOD:
NA
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.: 9349
PLACEMENT DATE: 04/26/2003
WEATHER CONDITIONS: Sunny
TIME SAMPLED: 10:15am BATCHTIME: 10:02am
TEMPERATURE(Ig-AIR 80 F CONCRETE: 82
TRUCK NO: 114 TICI~T NO: 114179
AIR CONTENT (%): NA UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Slab - grid lines N-Y at 3-5
SAMPLE LOCATION: Line T. 2 at 4.8
REPORT Oi~ TEgTg
Concr~e Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER
MARKED
SET NO.
6 1
6 2
6 3
6 4
MEASURED ~ COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH FRAc'I'IJRE
(inches) TESTED (days) Obs. force) (psi) TYPE
5.0 05/03/2003 7 110755 3920 Unbonded Cap
5.0 05/24/2003 28 Unbonded Cap
5.0 05/24/2003 28 Unbonded Cap
5.0 06/21/2003 56 Unbonded Cap
Water added at site: 5 gallons
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no ~sponsibillty 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 laters 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 6 of 10
8908 Ambassador Row, Dnlla% TX 75247
2696 Grnvel Drive, Fort Worth, TX 76118
6300 Rothwny, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Atto: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 175656
Project No.: 037333
Date of Service: 04/26/2003
Report Date: 05/05/2003
Project:
Services:
Freeport 10
500 FreePort Parkway
Coppell, TX
Obtain samples of fresh 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: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENG~: 4000 psi ~ 28 Days
SLU~t~ O-): 6" maximum
AIR (%):
TEST METHOD:
NA
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.: 9349
PLACEMENT DATE: 04/26/2003
WEATHER CONDITIONS: Sunny
TIME SAMPLED: ll:10am nATCnT~m: 10:54am
TEMPERATURE (F} - AIR 87 F CONCRETE: 83 F
~ucx No: 109 XlC~T NO: 114189
AIR coNTE~rr (%): NA Cn~aT v~ic~rr (pc0: NA
OVERALL PLACEMENT LOCATION:
Slab - grid lines N-Y at 3-5
SAMPLE LOCATION: Line U.I at 3.9
REPORT oN TF. qT q
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) 0lin force) (psi) TYPE
7 1 - 5.0 05/03/2003 7 107330 3800 Unbonded Cap
7 2 5.0 05/24/2003 28 Unbonded Cap
7 3 5.0 05/24/2003 28 Unbonded Cap
7 4 5.0 06/21/2003 56 Unbonded Cap
Water added at site: 5 gallons
LIMITATIONS: The mst results presented herein were prepam, d 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 similer subject matter provided by persons or conditions over which we have no control. Our letters and
~ports are for thc exclusive usc of the clients to whom they are addressed and shall not be ~'produced except in full w/thout the written approval ofRone Engineem, Ltd.
01DK Page 7 of l0
RoneEngi:n:eers:
8908 Ambassador Row, Daflas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 650=9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Arm: Mr. JcffLangston
5495 Belt Linc Road, Suite 360
Dallas TX 75254
Report No.: 175656
Project No.: 037333
Date of Service: 04/26/2003
Report Date: 05/05/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of flesh 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.
coNT~croa: Duke Realty Services, LP
CONCRETK SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
S~NGTa: 4000 psi ~ 28 Days
SLtnVn, 0n): 6" maximum
AIR (%):
TEST METHOD:
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
MIX DESIGN LD.: 9349
P~CE~ENT OATE: 04/26/2003
WEATHER CO~I~ONS: Sunny
~S~P~D: 11:45~ BAT~T~: ll:38am
TE~g~-~R 85 F CO~: 83
XUUC~ ~O: 111 X~C~X ~O: 114199
~R CO~ (%): NA ~x ~IGHT ~0: NA
O~L P~CE~ LO~TION:
Slab - ~d
SAMPLR LOCATION: Line V. 1 at 3.4
REPORT OF TE~T~
Concrete Compressive Cylinder 6" x IT' (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) Obs. force) (psi) TYPE
8 1 5.5 05/03/2003 7 105265 3720 Unbonded Cap
8 2 5.5 05/24/2003 28 Unbonded Cap
8 3 5.5 05/24/2003 28 Unbonded Cap
8 4 5.5 06/21/2003 '56 Unbonded Cap
Water added at site: 5 gallons
LIMITATIONS: The test results p~sented 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 con~rol. Our letters and
~potts are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written appwval of Rone Engineers, Ltd.
01DK Page 8 of 10
RoneEng neers
8908 Ambassador Row, DaUas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
CHant:
Duke Realty Services, LP
Atta: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 175656
Project No.: 037333
Date of Service: 04/26/2003
Report Date: 05/05/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive s~rength samples and bring
samples hack to the laboratory for curing and testing in accordance with applicable standards.
CO~CTOR: Duke Realty Se~ices, LP
CONCRETE SUPPLIER: Potter
~LANT: On site
SPECIFICATION REQUIREMENTS
STKENaTH: 4000 psi ~ 28 Days
SLUMP (in): 6" maximum
AIR (%):
TEST METHOD:
PROJECT DATA
~nx DESIGN LO.: 9349
PLACEMENT DATE: 04/26/2003
WEATHER CONDITIONS: Clear
T~SAmI'LED: l:00pm EATCHTIME: 12:40pm
TEMPERATtnU~ ~- AiR 89 ~ CONCRETE: 84 V
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
AST~ C- 13 8 SAMPLE LOCATION: Line W.4 at 4.4
ASTM C-39 REPORT OF TE,~T,~
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
TRUCK NO: 104 TICKET NO: 114209
AIR CONTENT (%): NA V~T W~IC~tT (Pc0: NA
OVERALL PLACEMENT LOCATION:
Slab - grid lines N-Y at 3-5
CYLINDER MEASURED MAXLMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (Inches) TESTED (days) , Obs. force) (psi) TYPE
9 1 5.0 05/03/2003 7 107270 .3790 Unbonded Cap
9 2 5.0 05/24/2003 28 Unbonded Cap
9 3 5.0 05/24/2003 28 Unbonded Cap
9 4 5.0 06/21/2003 56 Unbondcd Cap
Water added at site: 5 gal,lons
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 fi~r 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.
OlDK Page 9 of 10
RoneEngineers
8908 Ambassador Row, DaHa~, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Arm: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 175656
Project No.: 037333
Date of Service: 04/26/2003
Report Date: 05/05/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locatiops, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
coNxancrom Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
Ptoa~r: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLtWrP 0.): 6" maximum
AIR (%):
TEST METHOD:
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
MIX DESIGN I.D.: 9349
PLACEMENT DATE: 04/26/2003
WEATHER CONDITIONS: Sunny
TIME SAMPLED: 1:40pm BATCH r~m: 1:28pm
TEMPERATURE (F) - AIR 87 F CONCRETE: 84 F
~vc~cNo: 114 rlCX~?No: 114218
Am CONTZNT (%): NA t~x W~lCH~ (p~0: NA
OVERALL PLACEMENT LOCATION:
Slab - grid lines N-Y at 3-5
SAMPLE LOCATION: Linc X.8 at 3.3
I~EPORT (}g TE,RT,q
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER, MEASURED
MARKED SLUMP
SET NO. 0riches)
10 1 5.25
10 2 5.25
10 3 5.25
10 4 5.25
DATE AGE
TESTED (days)
05/03/2003 7
05/24/2003 28
05/24/2003 28
06/21/2003 56
Water added at site: 5 Gallons
MAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTURE
0lin force) (psi) TYPE
109745
Technician: Jeremy Watts
Report Distribution:
(1) Duke Realty ~vic~, LP
(1) Duke Realty Services, LP
(1) City of Coppell Building Dept.
(1) Pota~r Conch-re
Star,ed: 3:15am Finished: 2:30pm
(1) Pachcco Koch Consulting Engineers
(1) Enginc~xing Analyst
(I) City of Coppeli Engineering Dept.
3880 Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
CMT Operations Manager
LIMITATIONS: The test ~uits presented herein were prepared based upon the specific samples pwvided for testing. We assume no responsibility fl~r variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject mater provided by persons or condit/ons over which we have no con,roi. Our letters and
reports are for the exclusive use of the clients ~o whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01DK Page 10 of 10
RoneEn gineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE BEAM FLEXURAL STRENGTH
Client:
Project:
Services:
Duke Realty Services, LP
Aria: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 175657
Project No.: 037333
Date of Service: 04/26/2003
Report Date: 05/05/2003
Freeport 10
500 Freeport Parkway
CoppeR, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, east flexural strength samples and bring samples
back to the laboratory for curing and testing in accordance with applicable standards.
CONTRACTOm Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTm 650 psi ~ 28 Days
SLUMP On): 6" maximum
~m (%): NA
TEST METHOD: ASTM C-172
ASTM C-143
ASTM C-1064
ASTM C-78
PROJECT DATA
MIX DESIGN I.D.: 9349
PLACEME~cr DATE: 04/26/2003
WEATHER CONDITIONS: Clear
TIME SAmPLED: 4:10am BATCHTIME: 3:43am
TEMPERATURE (F} - AIR 60 P CONCRETE: 83 F
THUC~(NO: 103 TICKET NO: 114130
Am COWrENT (%): NA U~T WEIGHT (pc0: NA
PLACEMENT LOCATION: Slab - grid lines N-X at 3-5
ASTM C-31
ASTM C-231
SAI~PLE LOCATION:
ASTM C-138
REPORT OF TESTS
Line W. 1 at 4.8
Concrete Flexural Strength 6" x 6" Beams Span Length 18"
BEAM
MARKED
SET NO.
MEASURED MAXIMUM MODULUS OF AVG AVG
SLUMP DATE AGE LOAD RUPTURE WIDTH DEPTH
(inches) TESTED (days) Obs. force) (psi) (in) (in)
1 I 5.75 05/03/2003 7
1 2 5.75 05/24/2003 28
1 3 5.75 05/24/2003 28
Water added at site: 5 gallons
See report 9175655 for technician time.
6550 540 6.05 6.01
LIMITATIONS: The ~est results prcscnted herein were prepared based upon the specific samplea provided for testing. We assume no rcsponsibflity 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 conu'ol. Our letters and
reports are for the exclusive use of the clients to whom they arc addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
02DK Page 1 of 5
gineers
8908 Ambassador Row, Dallas, TX '/5247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE BEAM FLEXURAI, STRENGTH
Client:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. Jeff`Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 175657
Project No.: 037333
Date of Service: 04/26/2003
Report Date: 05/05/2003
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain satnples of fresh concrete at the placement locations, perform required field testing, cast flexural 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: Potter
PLANT: On site
SPEClIqCATION REQUIREMENTS
STRENGTH: 650 psi ~ 28 Days
SLUMP (in): 6" maximum
Am (%): NA
TEST METHOD: ASTM C-172 ASTM C-31
ASTM C-143 ASTM C-231
ASTM C-1064 ASTM C-138
ASTM C-78
MIX DESIGN I.D.: 9349
PLACEMENT DATE: 04/26/2003
WEATHER CONDITIONS: Sunny
TIME SAMPLED: 6:10am BATCH X~ME: 6:02am
~ERAT~-nm 55 F CONCRE~: 82 F
TRUCK NO: 103 TICKET NO: 114150'
AIR CONTENT (%): NA UNIT w~m~r (pc0: NA
PLACEMENT LOCATION: Slab - grid lines N-X at 3-5
SAMPLE LOCATION: Line Q.3 at 3.7
REPORT OF TESTS
Concrete Flexural Strength 6" x 6" Beams Span Length 18"
BEAM MEASURED MAXIMUM MODULUS OF AVG AVG
MARKED SLUMP DATE AGE LOAD RUPTURE WIDTH DEPTH
SET NO. (Inches) TESTED (days) Obs. force) (psi) (in) (in)
2 1 5.25 05/03/2003 7 6670 550 6.07 6.00
2 2 5.25 05/24/2003 28
2 3 5.25 05/24/2003 28
Beam specimen's moisture condition was wet at the time of testing, all specimens
were ground as needed and tested with the use of leather shims.
See report #175655 for technician time.
LIMITATIONS: The test n~m 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.
02DK Page 2 of 5
RoneEngineers
8908 Ambassador Row, DnHa~, TX 75247
2696 Gravel DHve, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Honston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE BEAM FLEXURAL STRENGTH
Client:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 175657
Project No.: 037333
Date of Service: 04/26/2003
. Report Date: 05/05/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast flexural strength samples and bring samples
back to the laboratory for curing and testing in accordance with applicable standards.
CONTRACTOR: Dukc Realty Services, LP
CONCRETE SUPPLIER: Potter
PCA~T: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 650 psi ~ 28 Days
SLUMP (in): 6" maximt~l
MR (%): NA
TEST M~THOD: ASTM C- 172
ASTM C-143
ASTM C-1064
ASTM C-78
pI OJECT DATA
~ DESIGN LO.: 9349
PLAC~.M~Wr DATE: 04/26/2003
WEATHER CONDITIONS: SllImy
TIME SAMPLED: 8.'25am BATCH TIME: 8:28am
TEMPERATUP~(F)-AIR 68 ~ CONCE~TE: 82 F
~UCKNO: 103 TIC~mTNO: 114169
AZR co,TEar (%): HA UNIT wg~Gtrr (pc0: NA
PLACEMENT LOCATION: Slab - grid lines N-X at 3-5
ASTM C-31
ASTM C-231
SAMPLE LOCATION:
ASTM C-138
REPORT OF TESTS
Line IL9 at 3.7
Concrete Fiexural Strength 6" x 6" Beams Span Length 18"
BEAM MEASURED MAXIMUM MODULUS OF AVG
MARKED SLUMP DATE AGE LOAD RUPTURE WIDTH
SET NO. (inches) TESTED (days) (lbs. force) (psi) (in)
3 1 4.5 05/03/2003 7 7700 625 6.10
3 2 4.5 05/24/2003 28
3 3 4.5 05/24/2003 28
Beam specimen's moisture condition was wet at the time of.testing, all specimens
were ground as needed and tested with the use of leather shims.
Water added at site: 5 gallons
See report %175655 for technician time.
AVG
DEPTH
(in)
6.03
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for varlation 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.
02DK Page 3 of $
gineers
0908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE BEAM FLEXURAL STRENGTH
Client:
Duke Realty Services, LP
At'tn: Mr. leffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 175657
Project No.: 037333
Date of Service: 04/26/2003
Report Date: 05/05/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast flexural strength samples and bring samples
back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
co~r~crOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENCTH: 650 psi ~ 28 Days
SLUMP (in): 6" maximum
Am (%): NA
TEST METHOD: ASTM C- 172 ASTM C-31
ASTM C-143 ASTM C-231
ASTM C-1064 ASTM C-138
ASTM C-78
MIXDESIGN LD.: 9349
PLACESmNT DATE: 04/26/2003
WEATHER CONDITIONS: Sllllny
TIME SAMPLED: 1 l:10am BATCH ~IME: 10:54am
TEMPERATURE {F) -AIR 87 F CO~CRETE: 83 F
~VCKNO: 109 TICK~TNO: 114189
AIR CONTENT (%): NA U~T w~ia[rr (pc0: NA
PLACEMENT LOCATION: Slab - grid lines N-X at 3-5
SAMPLE LOCATION: Line U. 1 at 3.9
REPORT OF TESTS
Concrete Flexural Strength 6" x 6" Beams Span Length 18"
BEAM MEASURED MAXIMUM MODULUS OF AVG AVG
MARKED SLUMP DATE AGE LOAD RUPTURE WIDTH DEPTH
SET NO, (inches) TESTED (days) Obs. force) (psi) (in) (in)
4 1 5.0 05/03/2003 7 6350 520 6.08
4 2 5.0 05~4/2003 28
4 3 5.0 05~4/2003 28
Beam specimen's moisture condition was wet at the time of testing, all specimens
were ground as needed and tested with the use of leather shims.
Water added at site: 5 gallons
See report 4175655 for technician time.
6.01
LIMITATIONS: The tezt results presented he~n were prepared based upon the specific samples provided fur testing. We assume no responsibility for variation in quality
(compezition, appearance, performance, cie.) or any other fenmre of similar subject matter provided by persons or conditions over which we have no contwl. Our letters and
~ports 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 Engheers, Ltd.
02DK Page 4 of 5
8908 Ambassador Pow, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214} 630-9745
CONCRETE'BEAM FLEXURAL STRENGTH
Client:
Duke Realty Services, LP
Atto: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 175657
Project No.: 037333
Date of Service: 04/26/2003
Report Date: 05/05/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast flexural streagth samples and bring samples
back to the laboratory for curing and testing in accordance with applicable standards.
co~n~.AcroR: 'Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PL~Cr: ' On site
SPEClWCATION REQVIRESmNTS
STRENGTH: 650 psi ~ 28 Days
SLUMP (in): 6" maximum
Am (%): NA
TEST METHOD: ASTM C-172
ASTM C-143
ASTM C-1064
ASTM C-78
pROJECT DATA
MIX DESIGN I.D.: 9349
pLACEMENT DATg: 04/26/2003
WEATHER CONDITIONS: Sunny
TIME SAMPLED: 1 :(}Opm BATCH rlM~: 12:40pm
TEMPERATURE(I~-AIR 89 F CONCRETE: 84 v
TaUCKNO: 104 TIC~T NO: 114209
nm cowr~r (%): NA t~aX w~la~rr (pc0: NA
PLACEMENT LOCATION: Slab - grid lines N-X at 3-5
ASTM Co31
ASTM C-231
SAMPLE LOCATION:
ASTM C-138
REPORT OF TESTS
Line W.4 at 4.4
Concrete Flexural Strength 6" x 6" Beams Span Length 18"
BEAM MEASURED MAXIMUM MODULUS OF AVG AVG
MARKED SLUMP DATE AGE LOAD RUPTURE WIDTH DEPTH
SET NO. (inches) TESTED (days) Obs. force) (PSO On) On)
5 1 5.0 05/03/2003 7 6200 505 6.08 6.03
5 2 5.0 05/24/2003 28
5 3 5.0 05/24/2003 28
Beam specimen's moisture condition was wet at the time of testing, all specimens
were ground as needed and tested with the use of leather shims.
Water added at site: 5 gallons
See Report #175655 for technician time
Technician: Ben Weaverliag
Report Distribution:
(1) Duke Realty Service% LP
(1) Duke Realty Service% LP
(1) City of Coppell Build~ng Dept.
(l) Potter Conc,~e
Started: Finished:
(1) Pacheco Koch Consulting Engines~
(l) Engineering Analyst
(1) City of Coppoll Engineering Dept.
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for tesEng. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subje~ matWr provided by persons or conditions over which we have no control. Our leUe~ and
r~ports are for the exclusive use of the cl!ents to whom they are addressed and shall not be reproduced except in full without the written approval of Roue Engineers, Ltd.
02DK Page 5 of 5
RoneEngmneers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fart Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630=9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke RealVj Services, LP
Attn: Mr. JeffLangsWn
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 175576
Project No.: 037333
Date of Service: 04/25/2003
Report Date: 05/05/2003
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh 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.
CO~CrOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PJ~r: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLt~P 0a): 6" maximum
A~R (%):
TEST METHOD:
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
MIX DESIGN I.D.: 9349
PLaCEMeNT DATE: 04/25/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 4:05al~t BATCH ~M~: 3:42am
TEMPERATURE (F) - AIR 63 F CO:~CRETE: 80
TEUCK~O: 108 TICRE-? NO: 114019
AIR CONTENT (%): NA VmT wEm~? ~0:. NA
OVERALL PLACEMENT LOCATION:
Slab at g~id lines C-N at 11-13, 3xea 5
SAMPLE LOCATION: Line C.3 at 12.7
R1E, PORT Ol~ TF,~T~
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) Obs- force) (psi) TYPE
1 1 6.00 05/02/2003 7 113870 4030 Unbonded Cap
1 2 6.00 05/23/2003 28 Unbonded Cap
1 3 6.00 05/23/2003 28 Unbonded Cap
1 4 6.00 06/20/2003 56 Unbonded Cap
Water added at site: 5 gallons
LIMITATIONS: The ~ results presented herein were prepared based upon the specific samples provided for testing. We assume aa responsibility for variation in quality
(composition, appearance, performance, e~c.) or any other feature of similar subject matter provided by persons or conditions over wh/ch we have no control. Our letters and
reports arc for the exclusive use of the clients W whom they are addressed and shall not be reproduced except in full without thc written approval of Rone Engineers, Ltd.
01DK Page 1 of 10
RoneEngineers
0908 Ambassador Row, Dallas, TX 75247
2696 Gravel DHve, Port Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
CHeat:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 175576
Project No.: 037333
Date of Service: 04/25/2003
Report Date: 05/05/2003
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh 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
coNTancrom Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
sxRENaant: 4000 psi ~ 28 Days
SLUMP (la): 6" maximum
AIR (%):
TEST METHOD:
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.: 9349
PLACEM~F DATE: 04/25/2003
WEATI~R CONDITIONS: Clear
TIME SAMPLED: 4:45am BATCH ~M~: 4:30am
TEMPERATUREiFJ-AIR 60 v CONCRETE: 82
TRUCK NO: 110 TIC~CT NO: 114029
AIR CONTENT (%): ~k~'A UNIT WEIGHT (_oeO: NA
OVERALL PLACEMENT LOCATION:
Slab at grid lines C-N at 11-13, A~en 5
SAMPLE LOCATION: Line D.2 at 12.8
REPORT OF TEgTg
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) Obs. force) (psi) TYPE
2 1 6.00 05/02/2003 7 113265 4010 Unbonded Cap
2 2 6.00 05/23/2003 28 Unbonded Cap
2 3 6.00 05/23/2003 28 Unbonded Cap
2 4 6.00 06/20/2003 ,56 Unbonded Cap
LIMITATIONS: The test results presented haein were prepan~l based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, em.) or any other feature of s'unilar subject matter provided by persons or conditions over which we have no con,roi. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be ~produced except in foil without the written approval of Rone Engineers, Ltd.
01DK Page 2 of 10
R gineers
8908 Ambassador Row, Dallas, TX 7S247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, sra. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVe. STRENGTH TEST
Client:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 175576
Project No.: 037333
Date of Service: 04/25/2003
Report Date: 05/05/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive S~ugth samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
CONTrACtOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STl~NGTm 4000 psi ~ 28 Days
SLCnvn, 0n): 6" maximum
AIR (%):
TEST METHOD:
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
MIX DESIGN I.D.: 9349
PLACEMENT DATE: 04/25/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 5:20am BATCHTIME: 5:14am
TEMPERATURE (F) - AIR 60 F CONCRETE: 81 F
TRUCK NO: 112 TICKET No: 114039
AIR CONTENT (%): NA trmT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Slab at grid lines C-N at 11-13, Area 5
SAMPLE LOCATION: Line E.I at ! 1.5
REPORT OF TE~T,~ ~
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs, force) (psi) TYPE
3 1 4.75 05/02/2003 7 127985 4530 Unbonded Cap
3 2 4.75 05/23/2003 28 Unbonded Cap
3 3 4.75 05/23/2003 28 Unboaded Cap
3 4 4.75 06/20/2003 56 Unbonded Cap
Water added at site: 5 gallons
LIMITATIONS: The test results pr~ntad h~'ein were p~pared based upon the specific samples provided for testing. We assume no ~sponsibility 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 l~m:rs and
repor~ are for thc 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 3 of 10
RoneEn g,neers
8908 Ambassador Row, Dallas, TX 7524'/
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Cotgornt~ Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
CHent:
Project:
Services:
Duke Realty Services, LP
Atto: Mx. SeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report bio.: 175576
Project No.: 037333
Date of Service: 04/25/2003
Report Date: 05/05/2003
Freeport 10
500 Freeport Parkway
Coppell,.TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for cuxing and testing in accordance with applicable standards.
co~rraxCrOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECUmCATION m~Q~,~N~S
STRENCT'a: 4000 psi ~ 28 Days
SLUMP (in}: 6" maximum
AIR (%):
TEST M~THOD:
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
MIX DESIGN'I.D.: 9349
PLACEMENT DATE: 04/25/2003
Wff~'rHi~R CONDITIONS: Sunny
TIME SAMPLED: 6'05am BATCH T~m: 6:00am
TEMPERATURE (F) - AIR 59 F CONCRETE: 81 F
~UCK NO: 108 WICKET lqO: 114049
AIR CONrENT (%): NA UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Slab at grid lines C-lq at 11-13, Area 5
SAMPLE LOCATION: Line F.4 at 11.8
REPORT O17 TE,qT,~
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. 0nches) TESTED (days) Obs. force) (psi) TYPE
4 1 5.50 05/02/2003 7 117450 4150 Unbonded Cap
4 2 ' 5.50 05/23/2003 28 Unbonded Cap
4 3 5.50 05/23/2003 28 Unbonded Cap
4 4 5.50 06/20/2003 56 Unbonded Cap
LIMITATIONS: The test results presented herein were pmpered 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
tepor~ are for the exclusive use of the clients to whom they are addrezsed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01DK Page 4 of 10
RoneEngineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
CHent:
Project:
Services:
Duke Realty Services, LP
At'tn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 175576
Project No.: 037333
Date of Service: 04/25/2003
Report Date: 05/05/2003
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of flesh 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.
CO~r~CTOR: Duke Realty Services, LP
CONCP~TE SUPPLIER: Potter
PLAWr: On site
SPECIFICATION REQUIREMENTS
S~nGTm 4000 psi ~ 28 Days
SLUMP (in): 6" maximum
AI~ (%):
TEST METHOD:
NA
ASTM C-172
ASTM C-31
ASTlVI C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
MIX DESIGn I.D.: 9349
PLACEMENT DATE: 04/25/2003
W~ATIt~R CONDITIONS: Sunny
TIME SAMPLED: 7:20am BATCH TI~: 6:54am
TEM~ERA~tn~09-AIR 60 V CONCRETE: 80
~UCIC nO: 110 TICm~T nO: 114059
Am cowrEwr (%): NA ~t ~G~ ~0: NA
O~LL P~CE~ LO~ON:
Slab at ~d ~n~ C-N at 11-13, ~ 5
SAMPLE LOCATION: Line G. 1 at 12.9
REPORT 01~ TI~,RTg
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER
~D
SET NO.
5
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE. LOAD STRENGTH
0nchea) TESTED (days) (lb~. force) (pM)
5.00 05/02/2003 7 118295 4180
5 2 5.00
5 3 5.00
5 4 5.00
05/23/2003 28
05/23/2003 28
06/20/2003 56
Water added at site: 5 gallons
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test reanlm presented bemin were prepai~ 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 leRers and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full w/thout the written approval of Rone Engineers, Lid.
01DK Page 5 of 10
neers
8908 AmbaHador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
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.: 175576
Project No.: 037333
Date of Service: 04/25/2003
Report Date: 05/05/2003
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh 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.
CONTRACTOR: Du~e Realty Services, LP
CONCRETE SUPPLIER: Potter
r~rr: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP 0n): 6" maximum
AIR (%):
TEST METHOD:
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
MIXDESIGN I.D.: 9349
PLACEMENT DATE: 04/25/2003
WEATHER CONDITIONS: Sunny
TIME SAMPLED: 8:10am BATCH TISm: 7:54am
TEMPERATURE (F) - AIR 62 F CONCRETE: 83 F
TRUCK NO: 112 TICKET NO: 114069
AIR CONTENT (%): NA UNIT WEIGHT (pet}: NA
OVERALL' PLACEMENT LOCATION:
Slab at grid lines C-N at 11-13, Area 5
SAMPLE LOCATION: Line H.4 at 11.6
REPORT Oi~ TESTS
Coner~te Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) Obs. fore. e) (psi) TYPE
6 1 4.75 05/02/2003 7 116180 4110 Unbonded Cap
6 2 4.75 05/23/2003 28 Unbonded Cap
6 3 4.75 05/23/2003 28 Unbonded Cap
6 4 4.75 06/20/2003 56 , Unbonded Cap
Water added at site: 5 gallons
LIMITATIONS: The test results presented he,in 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 6 of 10
RoneEng'meers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel DHve, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 BeR L'me Road, Suite 360
Dallas TX 75254
Report No.: 175576
Project No.: 037333
Date of Service: 04/25/2003
Report Date: 05/05/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh 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
co~r~.AcroR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: OH site
SPECIFICATION REQUIREMENTS
STRENaTH: 4000 psi ~ 28 Days
SLUMP (in): 6" maximum
AIR (%):
TEST METHOD:
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138 S~LE LOCATION: Line 1.2 at 12.4
ASTM C-39 REPORT OF TE~T~
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
M~X DESIGN ]3.: 9349
PLACEMENT DATE: 04/25/2003
WEATHER CONDITIONS: Sulmy
TIMESmW. PLZD: 9:00am BAT~: 8:53m
~MPE~Tm~-~ ~ ~ CONC~: 82
~v~ ~o: 108 TIc~ ~o: 114079
~ co~ (%): NA ~T ~c~ ~0: NA
O~ P~NT LOCA~ON:
SI~ at ~d ~ C-N at 11-13,~5
CYLINDER MEASURED
MARKED SLUbIP DATE
SET NO. 0nches) TESTED
7 1 4.00 05/02/2003
7 2 4.00 05/23/2003
7 3 4.00 05/23/2003
7 4. 4.00 06/20/2003
Water added at site: 5 gallons
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) Obs. force) (psi) TYPE
7 126875 4490 Unbonded Cap
28 UnbondedCap
28 UnbondedCap
56 Unbonded Cap
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 con~,ol. Our letters and
repo~s are for the exclusive use of thc clients to whom they are addressed and shall not bo reproduced except in full without the written sppwval of Reno Engineers, Ltd.
01DK Page 7 of 10
RoneEng,
8908 Ambasmdor Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Homton, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 175576
Project No.: 037333
Date of Service: 04/25/2003
Report Date: 05/05/2003
Project:
'Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samplas of fresh concrete at the plaeem=nt locations, perform required field t~sting, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
CONTRAcrom Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PL.4~T: On site
SP~.CnnCATtON REQUmESmNTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP 0n): 6" maximum
AIR (%):
TEST M~THOD:
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
~ux DESIGN ~.: 9349
PLACEMENT DATE: 04/25/2003
WEATIIER CONDITIONS: Sunny
TlYmSAM~ED: ll:00am BATCHTIM~: 10:54am
TEMPERATURE (F) - AlP. 79 v CONCRETE: 80
~muc~c NO: 110 TICI~T NO: 114089
AIR CONTENT (%}: NA UNIT WEIGHT (.oeO: NA
OVERALL PLACEMENT LOCATION:
Slab at grid lines C-N at 11-13, Area 5
SAMPLE LOCATION: Line K. 1 at 12.7
RF, PORT OF TE~qT~q
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH FRACTURE
(inches) TESTED (days) 0bs. force) (psi) TYPE
1 5.50 05/02/2003 7 106130 3750 Unbonded Cap
2 5.50 05/23/2003 28 Unbonded Cap
3 5.50 05/23/2003 28 Unbonded Cap
4 5.50 06/20/2003 56 Unbonded Cap
LIMITATIONS: The test results presmted 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 sirnilar subject matter pwvided by persons or conditions over.which we have no conirol. Our lettem and
repor/s are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full w/thout the written appwval of Rone Engineers, Ltd.
01DK Page 8 of 10
RoneEngineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
Atto: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 175576
Project No.: 037333
Date of Service: 04/25/2003
Report Date: 05/05/2003
Freepor~ 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh 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
CONTRACTOm Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENaTH: 4000 psi ~ 28 Days
SLtnvn, (in): 6" maximum
AIR (%):
TEST lV~THOD:
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
trax DESIGN LD.: 9349
PLACEMENT DATE: 04/25/2003
WEATIIER CONDITIONS: Sunny
TrM~SAMVLED: 12:00pm BATC~ITIME: lh49am
TEMPERATURE (F) - AIR 79 F CONCRETE: 83
TRUCKNO: 110 TIC~TNO: 114101
Am COUNT (%): NA tr~ w~ia~rr CocO: HA
OVERALL PLACEMENT LOCATION:
Slab at grid line~ C-N at 11-13, Area 5
SAMPLE LOCATION: Line L.2 at 11.8
REPORT Ol~ TE~T~
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRAL'r ~
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
9 1 4.00 05/02/2003 7 121850 4310 Unbonded Cap
9 2 4.00 05/23/2003 28 Unbonded Cap
9 3 4.00 05/23/2003 28 Unbonded Cap
9 4 4.00 06/20/2003 56 Unbonded Cap
LIMITATIONS: The teat results presented herein were prepared based upon the specific semplez provided for testing. We assume no reeponsibility for vatiation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no con~rol. Our letters and
repom are for the exclusive use of the clients to whom they are addressed and shah not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01DK Page 9 of I0
8908 Ambassador Row, Dallae, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Atln: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 175576
Project No.: 037333
Date of Service: 04/25/2003
Report Date: 05/05/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laborato~ for curing and testing in accordance with applicable standards.
PROJECT DATA
CO~RACrOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLAXr: On site
SPECifiCATION REQtnRE~NTS
S~GXH: 4000 psi ~ 28 Days
SLUMP 0n): 6" maximum
AIR (%):
TEST METHOD:
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
MIX D~S~G~ L~.: 9349
PLACE~m~rr DAT~: 04/25/2003
WEATHER CONDITIONS: Surlily
TIM~ SAMPLED: 12:5~m BAT~ ~: 12:37pm
~E~T~ ~ - ~ 87 F coNc~: 83 F
· av~o: 110 ~c~x~o: 114~12
~a co~TE~ (%): NA ~x ~IG~ ~: NA
O~L P~NT LOCA~ON:
S~b at ~d lin~ C-N at 11-13, ~ 5
SAMPLE LOCATION: Line M.4 at 11.3
REPORT OF TE~qT~q
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER
MARKED
SET NO.
10 1
10 2
10 3
10 4
MEASURED
SLUMP
' (inche~)
5.00
5.00
5.00
5.00
Technician: Jeremy Watts
Report Distribution:
(1) Duke Realty S~rvices, LP
(1) Duke Realty Services, LP
(I) City of Coppell Building Dept.
(1) Potte~ Concrete
bIAXIMUbi
DATE AGE LOAD
TESTED (days) Ob~. force)
COMPRESSIVE
STRENGTH FRA~'t'tIRE
(mO TYPE
05/02/2003 7
05/23/2003 28
05/23/2003 28
06/20/2003 56
121940
Started: 3:15am Flninhed: 2:00pm
(1) Pacl~co Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
4310 Unbonded Cap
Unbonded Cap
Unbonded Cap
Ro
· Scott atson '
CMT Operations Manager
LIMITATIONS: The test r~mlta presented herein were p~pared based upon thc specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appenrance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reporm 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 10 of 10
RoneEngi ers:
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: Drilled Pier Inspection
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, St~ 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
REPORT OF DRILLED PIER INSPECTION
Report No.: 176018
Project No.: 037333
Date of Service: 05/01/2003
Report Date: 05/05/2003
Report of Inspection
On this date, a Rone Engineers, Ltd. representative(s) was on si~e to perform
Drilled Pier Inspection. The results are attached.
Technician Time:
Page 1 of 6
Technician: Rick Smith
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Building Dept.
(1) Paeheco Koch Consulting Engineam
6:30 a.m. - 4:45 p.m.
(1) Engincerln~g Analyst
(1) City ofCoppell Enginecxing Dept.
K. Scott Watson
CMT Operations Manager
LIMITATIONS: Thc test results presen~xl herein were prepared based upon the specific samples pwvided for testing. We assume no responsibility f~r variation in quality
(composition, appearance, performance, etc.) or ony other feature of similar subject matter provided by persons or conditions over which we have no conirol. Our letters and
~'pons are for the exclusive use of thc clients u) whom they are addressed and shall not be r~produced except in full without the written approval of Ron¢ Engineers, Ltd.
99DD Pac~e 1 of 1
RONE ENGINEERS, Ltd.
REPORT OF
BELLED PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 176018
Project No.: 037333
Project: FreePort 10 ~ Date of Service: 5/1/2003
500 Freeport Parkway Page 2 of 6
Driller: Liberty
Pier Identification FF-5 GG-5 HH-5 HH-6 GG-6
Pier Diameter (in) 24 24 24 24 24
.Bell Diameter (in) 66 66 66 66 66
Required Minimum Depth (ft) 12.00 12.00 12.00 12.00 12.00
Depth of Pier Prior to Underreaming (ft) 12.70 13,00 13.00 12.80 12.90
Depth of Pier After Underreaminl~ (ft)* 12.90 13.40 13.00 13.00 12.90
Condition of Bottom (wet / dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (),es / no) Yes Yes Yes Yes Yes
Casing Diameter (in) / Casing Length (ft) NA NA NA NA NA
Number of Bars / Reinforein~ Bar Size (#) 6/g6 6/#6 6/#6 6/g6 6/g6
Length of Reinforcing Steel (ft) 12.0 12.5 12.1 12.0 12.0
Time Dfillinl~ was Completed (am / pm) 8:58 AM 9:09 AM 9:30 AM 9:37 AM 10:06 AM
Time Concrete was Placed (am / pm) 10:47 AM 10:52 AM 10:59 AM 11:20 AM 11:26 AM
Depth of Pier From Top of Concrete (ft) 12.50 13.00 10.00 12.60 12.40
Elevation: Surface (ft)** 99.40 99.40 99.50 99.40 99.50
Elevation: Top of Pier (ft)** 99.00 99.00 96.50 99.00 99.00
.Elevation: Bottom of Pier (ft)** 86.50 86.00 86.50 86.40 86.60
Beafin~ Stratum (description) Tan & Gray Sandy Clay
Note: See report #176019 for Compressive Strength Test Specimens.
· Additional Penetration not requested unless noted.
Remarks: ** - Elevation data not supplied to Rone Engineers. Noted surface, top of bearing stratum, and bottom of
pier elevation data calculated using specified top of pier elevations as shown on the project drawings and
measurement of actual top of concrete f~om existing surface elevation.
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, porrormance, etc.) or any other feature of slmtlar subject matter provided by persons or conditions over which we have no control.
Our letters and reports are for the exclusive usa of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of
Rone Engineers, Ltd.
RONE 'ENGINEERS, Ltd.
REPORT OF
BELLED PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 176018
Project No.: 037333
Project: Freeport 10 Date of Service: 5/1/2003
500 Froepott Parkway Page 3 of 6
Driller: Liberty
Pier Identification FF-6 EE-6 DD-6 CC-6 BB-6
Pier Diameter (in) 24 24 24 24 24
Bell Diameter (in) 66 66 66 66 66
Recluired Minimum Depth (f~) 12.00 12.00 12.00 12.00 12.00
Depth of Pier Prior to Unde~reaming (R) 12.80 13.30 13.10 12.60 12.90
, Depth of Pier After Underreaming (ft)* 12.90 13.60 13.30 13.20 12.90
Condition of Bottom (wet / dry) Dry Dry Dry I~ Dry
Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes
Casing Diameter (in) / Casing Len[Ch (fl) NA NA NA NA NA
Number of Bars / Reinforcing Bar Size (#) 6/#6 . 6/#6 6/#6 6/g6 6/#6
Length of Reinforcing Steel (fi) 12.0 12.7 12.5 12.3 12.0
Time Dfillin$ was Completed (am / pm) 10:34 AM 10:44 AM 10:17 AM ll:21 AM 11:06 AM
Time Concrete was Placed (am / pm) 11:35 AM 11:41 AM 12:16 PM 12:24 PM 12:34 PM
Depth of Pier From Top of Concrete (ft) 12.40 13.10 12.90 12.80 12.40
Elevation: Surface (fi)** 99.50 99.50 99.40 99.40 99.50
Elevation: Top of Pier (t~)** 99.00 99.00 99.00 99.00 99.00
Elevation: Bottom of Pier (ft)** 86.60 85.90 86.10 86.20 86.60
Bearing Stratum (description) Tan & Gray Sand~/Clay
Note: See report #176019 for Compressive Strength Test Specimens.
· Additional Pene~ation not requested unless noted.
Remarks: ** - Elevation data not supplied to Rone Engineers. Noted surface, top of bearing stratum, and bottom of
pier elevation data calculated using specified top of pier elevations as shown on the project drawings and
measurement of actual top of concrete from existing surface elevation.
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided fo*'testing. We assume no responsibility for variation in
~ual~y (composition, appearance, pedormance, etc.) or any other feature of similar subject metter provided by parsons 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.
RONE ENGINEERS, Ltd.
REPORT OF
BELLED PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 176018
Project No.: 037333
Project: Freeport 10 Date of Service: 5/1/2003
500 Freeport Parkway Page 4 of 6
Driller: Liberty
Pier Identification BB-7 CC-7 DD-7 EE-7 FF-7
Pier Diameter (in) 24 24 24 24 24
Bell Diameter (in) 66 66 66 66 66
Required Minimum Depth (ft) 12.00 12.00 12.00 12.00 12.00
Depth of Pier Prior to Underreaming (ft) 12.80 12.80 12.70 12.90 13.10
Depth of Pier After Underreaming (f~)* 12.80 12.90 12.70 14.00 13.10
Condition of Bottom (wet/~dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes
Casing Diameter (in) / Casing Len[Cda (R) NA NA NA NA NA
Number of Bars / Reinforcing Bar Size (#) 6/g6 6/#6 6/#6 6/#6 6/g6
Len~h of Reinforcing Steel (ft) 11.9 12.0 11.8 13.1 12.2
Time Drilling was Completed (am / pm) 1~1:37 AM 11:53 AM 12:01 PM 1:01 PM 1:07 PM
Time Concrete was Placed (am / pm) 1:35 PM 1:39 PM 1:45 PM 1:51 PM 2:32 PM
Depth of Pier From Top of Concrete (ft) 12.40 12.50 12.20 13.60 12.70
Elevation: Surface (ft)** 99.40 99.40 99.50 99.40 99.40
Elevation: Top of Pier (ft)** 99.00 99.00 99.00 99.00 99.00
Elevation: Bottom of Pier (f~)** 86.60 86.50 86.80 85.40 86.30
Bearing Stratum (description) Tan & Gray Sandy Clay
Note: See report #176019 for Compressive Strength Test Specimens.
* Additional Penetration not requested unless noted.
Remarks: ** - Elevation data not supplied to Rone Engineers. Noted surface, top of bearing stratum, and bottom of
pier elevation data calculated using specified top of pier elevations as shown on the project drawings and
measurement of actual top of concrete from existing surface elevation.
UMITATIONS: The test results presented herein were prepared based upon the specific samples pmvlfled for testing. We assume no responsibility for vaflatico In
quality (composition, appearance, performance, etc.) or any other feature of similar subJect matter provided by parsons or condit;ons 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.
RONE ENGINEERS, Ltd.
REPORT OF
BELLED PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 176018
Project No.: 037333
Project: Freeport 10 Date of Service: 5/1/2003
500 Freeport Parkway Page 5 of 6
Driller: Liberty
Pier Identification GG-7 HH-7 HH-8 GG-8 FF-8
Pier Diameter (in) 24 24 24 24 24
Bell Diameter (in) 66 66 66 66 66
Required Minimum Depth (f0 12.00 12.00 12.00 12.00 1Z00
Depth of Pier Prior to Underreamin$ (f0 12.90 12.60 12.90 12.80 13,00
Depth of Pier After Underreamin~ (f0 * 13.00 12.60 13.20 13.00 13.20
Condition of Bottom (wet / dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes
Casinl~ Diameter (in) / Casinl~ Len~h (f0 NA NA NA NA NA
Number of Bars / Reinforcing Bar Size (#) 6/#6 6/#6 6/#6 6/#6 6/#6
Len~, h of Reinforein~ Steel (f0 12.1 11.8 12.3 12.1 12.4
Time Drillin$ was Completed (am / pm) 1:46 PM 2:17 PM 2:04 PM 2:43 PM 3:12 PM
Time Concrete was Placed (am / pm) 2:56 PM 3:00 PM 3:20 PM 3:27 PM 3:33 PM
Depth of Pier From Top of Concrete (~) 12.50 12.10 12.80 12.50 12.70
Elevation: Surface (f0** 99.50 99.50 99.40 99.50 99.50
Elevation: Top of Pier (rD** 99.00 99.00 99.00 99.00 99.00
Elevation: Bottom of Pier (f0** 86.50 86.90 86.20 86.50 86.30
Bearin~ Stratum (description) Tan & Gray sandy Clay
Note: See report #176019 for Compressive Strength Test,Specimens.
· Additional Penetration not requested unless noted.
Remarks: ** - Elevation data not supplied to Rone Engineers. Noted surface, top of bearing stratum, and bottom of
pier elevation data calculated using specified top of pier elevations as shown on the project drawings and
measurement of actual top of concrete ~om existing surface elevation.
iLIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for te~ng. We assume no responsibility for variation in
quality (composition, appearance, performance, atc.) or any other feature of similar subject matter provided by perso~ls or conditions over which we have no control.
Our letters and reports are for the exclusive usa of the clients to whom they are addressed and shall not be reproduced except In full w'~hout the written approval of
Rone Engineers, Ltd.
RONE ENGINEERS, Ltd.
REPORT OF
BELLED PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 176018
Project No.: 037333
ProjeCt: Freeport 10 Date of Service: 5/1/2003
500 Freeport Parkway Page 6 of 6
Driller: Liberty
Pier Identification EE-8 DD-8 CC-8 BB-8
Pier Diameter (in) 24 24 24 24
Bell Diameter (in) 66 66 66 66
Required Minimum DePth (ft) 12.00 12.00 12.00 12.00
Depth of Pier Prior to Underreaming (fi) 12.60 12.70 12.80 13.20
Depth of Pier After Ur~derreaming (ft)* 13.30 13.10 12.90 13.90
Condition of Bottom (wet / dry) Dry Dry Dry DOt
Plumb Within Tolerance (yes / no) Yes Yes Yes Yes
Casing Diameter (in) / Casing Length (fi) NA NA NA NA
Number of Bars / Reinforcing Bar Size (#) 6/#6 6/#6 6/#6 6/#6
Length 0f Reinforcing Steel (ft) 12.4 12.2 12.0 13.0
Time Drilling was Completed (am / pm) 2:52 PM 2:55 PM 3:20 PM 3:27 PM
Time Concrete was Placed (am / pm) 3:39 PM 3:46 PM 3:50 PM 3:58 PM
Depth of Pier From Top of Concrete (fi) 12.80 12.60 12.40 13.50
Elevation: Surface (ft)** 99.50 99.50 99.50 99.40
Elevation: Top of Pier (ft)** 99.00 99.00 99.00 99.00
Elevation: Bottom of Pier (fi)** 86.20 86.40 86.60 85.50
Bearin~ Stratum (description) Tan & Gray Sandy Clay
Note: See report #I 76019 for Compressive Strength Test Specimens.
* Additional Pcn¢lxafion not requested unless noted.
Remarks: ** - Elevation data not supplied to.Rone Engineers. Noted surface, top of bearing stratum, and bottom of
pier elevation data calculated using specified top of pier elevations as shown on the project drawings and
measurement of actual top of concrete from existing surface elevation.
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provk:led for testing. We assume no responsibility for variation in
quality (composition, appearance, performance, ®W,,) 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.
Ineers
8908 Ambassador Row, Dalin~, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate ]Phone: (214) 630-9745
REPORT OF DRILLED PIER 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: Drilled Pier Inspection
Report No.: 175777
Project No.: 037333
Date of Service: 04/29/2003
Report Date: 05/05/2003
Report of Inspection
On this date, a Rone Engineers, Ltd. representative(s) was on site to perform
Drilled Pier Inspection. The results are attached.
Technician Time:
Page 1 of 6
Technician: Rick Smith
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Building Dept.
(1) Pacheco Koch Consulting Engineers
6:30 a.m. - 4:45 p.m.
(1) Engineering Aaalyst
(1) City of Coppell Engineering DepL
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 Pa~e I of I
RONE ENGINEERS, Ltd.
REPORT OF
BELLED PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 175777
Project No.: 037333
Project: Freeport l0 Date of Service: 4/29/2003
500 Freeport Parkway Page 2 of 6
Driller: · Liberty
Pier Identification W-13 W-14 X-14' Y-14 Z-14
Pier Diameter (ia) 24 24 24 24 24
Bell Diameter (in) 66 66 66 66 66
Required Minimum Depth (ft) 12.00 12.00 12.00 12.00 12.00
Depth of Pier Prior to Underreamia~ (ft) 12.60 13.00 13.20 12.80 12.70
Depth of Pier After Underreaming (ft)* 13.10 13.10 13.30 13.20 13.00
Condition of Bottom (wet / dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes
Casing Diameter (in) / Casing Length (ft) NA NA NA NA NA
Number of Bars / Reinforcing Bar Size (#) 6/#6 6/#6 6/#6 6/g6 6/g6
l. xm~h of Reinforciag Steel (ft) 12.2 12.2 12.4 12.4 12.2
Time Drilling was Completed (am / pm) 9:46 AM 10:03 AM 10:00 AM 10:16 AM 10:30 AM
Time Concrete was Placed (am / pm) 11:45 PM 11:51 PM 11:55 PM 12:00 PM 12:16 PM
Depth of Pier From Top of Concrete (ft) 12.60 12.70 12.80 12.70 12.60
Elevation: Surface (ft)** 99.50 99.40 99.50 99.50 99.40
Elevation: Top of Pier (ft)** 99.00 99.00 99.00 99.00 99.00
Elevation: Bottom of Pier (ft)** 86.40 86.30 86.20 86.30 86.40
Bearing Stratum (description) Tan & Cn'a~, Sandy Clay
Note: See report #175778 for Compressive Strength Test Specimens.
* Additional Penetration not requested unless noted.
Remarks: 12' minimum depth or top of sand
Section 6
** - Elevation data not supplied to Roue Engineers. Noted surface, top of bearing stratum, and bottom
of pier elevation data calculated using specified top of pier elevations as shown on the project drawings
and measurement of actual top of concrete from existing surface elevation.
LIMITATIONS: The test results presented hamln 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 pemons 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 he reproduced except in full without the written approval of
Rone Engineers, Ltd.
~RONE ENGINEERS, Ltd.
REPORT OF
BELLED PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 175777
Project No.: 037333
Project: Freeport 10 Date of Service: 4/29/2003
500 Freeport Parkway Page 3 of 6
Driller: Liberty
Pier Identification AA- 14 BB-3 CC-3 DD-3 EE-3
Pier Diameter (in) 24 24 24 24 24
Bell Diameter (in) 66 66 66 66 66
Required Minimum Depth (tt) 12.00 12.00 1 ZOO 1 ZOO 12.00
Depth of Pier Prior to Undcrreamint~ (11) 13.20 12.90 12.80 13.10 13.10
Depth of Pier After Underreamin~ (fi)* 13.30 13.20 13.00 13.10 13.30
Condition of Bottom (wet / dry) Dry Dry Dry Dry DDt
Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes
Casin~ Diameter (in) / Casin~ Length (fi) NA NA NA NA NA
Number of Bars / Reinforein~ Bar Size (#) 6/#6 6/#6 6/#6 6/g6 6/#6
Len~h of Reinforcin~ Steel (11) 12.4 12.4 12.1 12.1 12.4
Time Drillin~ was Completed (am / pm) 10:18 AM ll:10 AM 11:32 AM ll:00 AM 11:37 AM
Time Concrete was Placed (am / pm) 12:20 PM 12:26 PM l:l 2 PM 1:17 PM 1:22 PM
Depth of Pier From Top of Concrete (11) 12.90 12.70 12.50 12.70 12.90
Elevation: Surface (11)** 99.40 99.50 99.50 99.40 99.40
Elevation: Top of Pier (ft)** 99.00 99.00 99.00 99.00 99.00
Elevation: Bottom of Pier (11)** 86.10 86.30 86.50 86.30 86.10
Bearin~ Stratum (description) Tan & Gray Sandy Clay
Note: See report #175778 for Compressive S~'ength Test Specimens.
* Additional Penemition not requested unless noted.
Remarks: 12' minimum depth or top of sand
** - Elevation data not supplied to Rone Engineers. Noted surface, top of bearing stratum, and bottom
of pier elevation data calculated using specified top of pier elevations as shown on the project drawings
and measurement of actual top of concrete from existing surface elevation.
AA-14 is Section 6, BB-3 is Section 3 the balance are Section 4.
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 m
RONE ENGINEERS, Ltd.
REPORT OF
BELLED PIER INSPECTION
Client: Duke Realty Services, LP Report bio.: 175777
Project NO.: 037333
Project: Freeport 10 Date of Service: 4/29/2003
500 Freeport Parkway Page 4 of 6
Driller: Liberty
Pier Identification FF-3 GG-3 ' HH-3 HH-4 GG4
Pier Diameter (in) 24 24 24 24 24
Bell Diameter (in) 66 66 66 66 66
Required Minimum Depth (It) 12.00 12.00 12.00 12.00 12.00
Depth of Pier Prior to Underreamin$ (ft) 13.20 12.90 12.40 12.50 12.70
Depth of Pier After Underreamin~ (ft) * 13.20 12.90 12.60 12.80 12.70
Condition of Bottom (wet / dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes
Casin~ Diameter (in) / Casin~ Lan~h (It) NA NA NA NA NA
Number of Bars / Reinfomin~ Bar Size (#) 6/#6 6/#6 6/g6 6/g6 6/#6
Len~h of Reinforeinl~ Steel (ft) 12.1 12.0 11.6 11.9 11.8
Time Drillin~ was Completed (am / pm) 12:14 PM '12:35 PM 12:50 PM 1:15 PM 12:55 PM
Time Concrete was Placed (am / pm) 1:26 PM 1:40 PM 1:44 PM 1:49 PM 2:20 PM
Depth of Pier From Top of Conerete (ft) 12.80 12.40 12.20 9.80 12.20
Elevation: Surface (It)** 99.40 99.50 99.40 99.50 99.50
Elevation: Top of Pier {ft)** 99.00 99.00 99.00 96.50 99.00
Elevation: Bottom of Pier (it)** 86.20 86.60 86.80 86.70 86.80
Bearin~ Stratum (description) Tan & Gray Sandy Clay
Note: See report #175778 for Compressive Strength Test Specimens.
· Additional Penetration not requested unless noted.
Remarks: 12' minimum depth or top of sand
Section 4
· * - Elevation data not supplied to Rone Engineers. Noted surface, top of bearing stratum, and bottom
of pier elevation data calculated using specified top of pier elevatibns as shown on the project drawings
and measurement of actual top of concrete from existing surface elevation.
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation In
:lcelity (composition, appearance, performance, etc.) or any other feature of similar.subject m
RONE ENGINEERS, Ltd.
REPORT OF
BELLED PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 175777
Project No.: 037333
Project: Freeport 10 Date of Service: 4/29/2003
500 Freeport Parkway Page 5 of 6
Driller: Liberty
Pier Identification FF-4 EE-4 DD-4 CC-4 BB-4
Pier Diameter (in) , 24 24 24 24 24
Bell Diameter (in) 66 66 66 66 66
Required Minimum Depth (fi) 12.00 12.00 12.00 12.00 12.00
Depth of Pier Prior to Underreaming (ft) 12.70 12.90 12.90 12.70 12.80
Depth of Pier After Underreaming (fi)* 12.70 13.00 13.00 12.90 13.40
Condition of Bottom (wet / dry) Dry D~ Dry Dry Dry
Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes
Casing Diameter (in) / Casing Length (fi) NA NA NA, NA NA
Number of Bars / Reinforcing Bar Size (#) 6/#6 6/#6 6/g6 6/#6 6/#6
Length of Reinforcing Steel (fi) 11.8 12.0 12.1 12.0 12.4
Time Drilling was Completed (am / pm) 1:28 PM 1:38 PM 2:07 PM 2:14 PM 2:34 PM
Time Concrete was Placed (am / pm) 2:30 PM 2:37 PM 2:42 PM 2:47 PM 2:54 PM
Depth of Pier From Top of Concrete (ft) 12.20 12.60 12.50 12.50 10.40
Elevation: Surface (fi)** 99.50 99.40 99.50 99.40 99.50
Elevation: Top of Pier (fi)** 99.00 99.00 99.00 99.00 96.50
Elevation: Bottom of Pier (fi)** 86.80 86.40 86.50 86.50 86.10
Bearing Stratum (description) Tan & Gray Sand~, Clay
Note: See report #175778 for Compressive Strength Test Specimens.
* Additional Penetration not requested unless noted.
Remarks: 12' minimum depth or top of sand
** - Elevation data not supplied to Rone Engineers. Noted surface, top of bearing stratum, and bottom
of pier elevation data calculated using specified top of pier elevations as shown on the project drawings
and measurement of actual top of concrete from existing surface elevation.
BB-4 is Section 3 the balance are Section 4
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided fo~ testing. We assume no responsibility for vaflaflon in
quality (composition, appearance, pedormance, etc.) or any other feature of similar subJect rn
RONE ENGINEERS, Ltd.
REPORT OF
BELLED PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 175777
Project No.: 037333
Project: Freeport 10 Date of Service: 4/29/2003
500 Freeport ParkwaY Page 6 of 6
Driller: Liberty
Pier Identification BB-5 CC-5 DD-5 EE-5
Pier Diameter (in) 24 24 24 24
Bell Diameter (in) 66 66 66 66
Required Minimum Depth (ii) 12.00 12.00 12.00 12.00
Depth of Pier Prior to Underreaming (fi) 12.10 13.00 12.90 12.90
Depth of Pier After Underreaming (ti)* 12.30 13.10 13.70 13.60
Condition of Bottom (wet / dry) D~ Dry Dr7 Dr~
Plumb Within Tolerance ()'es / no) Yes Yes Yes Yes
Casing Diameter (in) / Casing Len~ah (ii) NA NA NA NA
Number of Bars / Reinforcing Bar Size (#) 6/#6 6/#6 6/#6 6/#6
Len~h of Reinforcing Steel (ii) 11.4 12.2 12.6 12.7
Time Drilling was Completed (am / pm) 2:43 PM 3:12 PM 2:47 PM 2:16 PM
Time Concrete was Placed (am / pm) 3:29 PM 3:33 PM 3:37 PM 3:55 PM
Depth of Pier From Top of Concrete (ii) 9.40 12.70 13.20 13.10
Elevation: Surface (ii)** 99.40 99.40 99.50 99.50
Elevation: Top of Pier (It)** 96.50 99.00 99.00 99.00
Elevation: Bottom of Pier (ii)** 87.10 86.30 85.80 85.90
Bearing Stratum (description) Tan & Gray Sand)' Clay
Note: See report #175778 for Compressive Strength Test Specimens.
* Additional Penetration not requested unless noted.
Remarks: 12' minimum depth or top of sand
** - Elevation data not supplied to Rone Engineers. Noted surface, top of bearing stratum, and bottom
of pier elevation data calculated using specified top of pier elevations as shown on the project drawings
and measurement of actual top of concrete from existing surface elevation.
BB-5 is Section 3 the balance are Section 4
LIMITATIONS: The test resdlts 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 m
R°neEngine6
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214} 630=9745
REPORT OF DRILLED PIER INSPECTION
CHent:
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: Drilled Pier Inspection
Report No.: 175689
Project No.: 037333
Date of Service: 04/28/2003
Report Date: 05/05/2003
Report of Inspection
On this date, a Rone Engineers, Ltd..representative(s) was on site to perform
Drilled Pier Inspection. The results are attached.
Technician Time:
Page 1 of 7
Technician: Rick Smith
Report Distribution:
(I) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Building Dept.
(I) Panheco Koch Consul~g Engineers
6:30 a.m. - 4:15 p.m.
(1) Engine-'ins Analyst
(1) City of Coppell Engineering Dept.
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test ~s%dm p~-~nted herein were prepared based upon thc 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 pemons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the cheats to whom they are addressed and shall not be reproduced except in full without the written approval of Ronc Engineers, Lid.
99DD PaRe 1 of 1
RONE ENGINEERS, Ltd.
REPORT OF
BELLED PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 175689
Project No.: 037333
Project: Freeport 10 Date of Service: 4/28/2003
500 Freeport Parkway Page 2 of 7
Driller: Liberty
Pier Identification AA-9 Z-9 Y-9 Y- 10 Z- 10
Pier Diameter (in) 24 24 24 24 24
Bell Diameter (in) 66 66 66 66 66
Required Minimum Depth (fi) 12.00 12.00 12.00 12;00 12.00
Depth of Pier Prior to Underreaming (ii) 13.10 12.90 13.00 12.80 13.10
Depth of Pier After Underreaming (ft) * 13.20 12.90 13.70 13.20 13.50
Condition of Bottom (wet / dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes
Casing Diameter (in) / Casing Length (fi) NA NA NA NA NA
Number of Bars / Reinforcing Bar Size (~ 6/g6 6/#6 6/#6 6/#6 6/#6
Length of Reinforcing Steel (ii) 12.3 12.0 12.8 12.4 12.5
Time Drilling was Completed (am / pm) 8:19 AM 8:34 AM 8:41 AM 9:03 AM 9:02 AM
Time Concrete was Placed (am / pm) 10:16 AM 10:20 AM 10:24 AM 10:46 AM 10:50 AM
Depth of Pier From Top of Concrete (ft) 12.80 12.40 13.30 12.60 13.00
Elevation: Surface (ti)** 99.40 99.50 99.40 99.60 99.50
Elevation: Top of Pier (ft)** 99.00 99.00 99.00 99.00 99.00
Elevation: Bottom of Pier (ii)** 86.20 86.60 85.70 86.40 86.00
Bearin~ Stratum (descriptionI Tan & Gray Sandy Clay
Note: See report #175690 for Compressive Strength Test Specimens.
· Additional Penetration not requested unless noted.
Remarks: · 12' minimum depth or top of sand, whichever comes first
· * - Elevation data not supplied to Rone Engineers. Noted surface, top of bearing stratum, and bottom
of pier elevation data calculated u. sing specified top of pier elevations as shown on the project drawings
and measurement of actual top of concrete from existing surface elevation.
UMITATIONS: 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, pa~ermanco, 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.
RONE ENGINEERS, Ltd.
REPORT OF
BELLED PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 175689
Project No.: 037333
Project: Freeport 10 Date of Service: 4/28/2003
500 Freeport Parkway Page 3 of 7
Driller: Liberty
I ~
Pier IdentificatiOn AA-10 AA-11 Z-11 Y-11 X-9
Pier Diameter (in) 24 24 24 24 24
Bell Diameter (in) 66 66 66 66 66
Required Minimum Depth (fi) 12.00 12.00 12.00 12.00 12.00
Depth of Pier Prior to Underreaming (It) 13.00 12.40 12.40 12.90 12.60
Depth of Pier After Underreaming (fi) * 13.50 12.40 12.50 13.00 13.00
Condition of Bottom (wet / dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes
Casing Diameter (in) / Casing Length (It) NA NA NA NA NA
Number of Bars / Reinforcing Bar Size (#) 6/#6 6/#6 6/#6 6/#6 6/#6
Length of Reinforcing Steel (fi) 12.7 11.6 11.6 12.1 12.0
Time Drilling was Completed (am / pm) 9:30 AM 9:37 AM 9:50 AM 10:01 AM 10:08 AM
Time Concrete was Placed (am / pm) 10:56 AM 11:00 AM 11:20 AM 11:26 AM 11:35 AM
Depth of Pier From Top of Concrete (fi) 13.10 11.90 12.00 12.40 12.50
Elevation: Surface (fi)** 99.40 99.50 99.50 99.60 99.50
Elevation: Top of Pier (it)** 99.00 99.00 99.00 99.00 99.00
Elevation: Bottom of Pier (fi)** 85.90 87.10 87.00 86.60 86.50
Bearinl~ Swamm (description) , Tan & Gray Sand~, Cla~
Note: See report #175690 for Compressive S~rength Test Specimens.
· Additional Penetration not requested unless noted.
Remarks: 12' minimum depth or top of sand, whichever comes first
· * - Elevation data not supplied to Rone Engineers. Noted surface, top of bearing stratum, and bottom
0fpier elevation data calculated using specified top of pier elevations as shown on the project drawings
and measurement of actual top of concrete from existing surface elevation.
LIMITATIONS: The test results'presented herein v~re prepared based upon the specific samples p~ovlded for testing. We assume no responsibility for variation in
quality (oompositlon, appearance, pedormance, 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 end shall not be reproduced except in full without the written approval of
Rone Engineers, Ltd.
RONE ENGINEERS, Ltd.
REPORT OF
BELLED PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 175689
Project No.: 037333
Project: Freeport 10 Date of Service: 4/28/2003
500 Freeport Parl~way Page 4 of 7
Driller: Liberty
Pier Identification X-10 X-11 W-9 W-10 W-11
Pier Diameter (in) 24 24 24 24 24
Bell Diameter (in) 66 66 66 66 66
Required Minimum Depth (it) 12.00 12.00 12.00 12.00 12.00
Depth of Pier Prior to Underreaming (ft) 12.70 12.70 12.90 12.80 12.60
Depth of Pier Alter Underreaming (f~)* 12.70 13.00 12.90 13.00 12.90
Condition of Bottom (wet / dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (y~es / no) Yes Yes Yes Yes Yes
Casing Diameter (in) / Casing Len~la (it) NA NA NA NA NA
Number of Bars / Reinforcing Bar Size (#) 6/g6 6/g6 6/#6 6/#6 6/#6
Length of Reinforcing Steel (it) 11.9 12.1 12.0 12.2 12.0
Time Drilling was Completed (am / pm) 10:31 AM 10:56 AM 11:00 AM 11 :l 7 AM 11:32 AM
Time Concrete was Placed (am / pm) 12:00 PM 12:04 PM 12:i0 PM 12:35 PM 12:39 PM
Depth of Pier From Top of Concrete (it) 12.20 12.60 12.40 12.60 12.40
Elevation: Surface (it)** 99.50 99.40 99.50 99.40 99.50
Elevation: Top of Pier (it)** 99.00 99.00 99.00 99.00 99.00
Elevation: Bottom of Pier (it)** 86.80 86.40 86.60 86.40 86.60
Bearing Stratum (description) Tan & Gray Sandy Clay
Note: See report #175690 for Compressive Strength Test Specimens.
* Additional Penetration not requested unless noted.
Remarks: 12' minimum depth or top of sand, whichever comes first
** -.Elevation data not supplied to Rone Engineers. Noted surface, top of bearing stratum, and bottom
of pier elevation data calculated using specified top of pier elevations as shown on the project drawings
and measurement of actual top of concrete from existing surface elevation.
LIMITATIONS: The test results presented herein were pmparsd 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 mporte am for the exclusive use of the clients to whom they ars addressed and shall not be reproduced except in full without the written approval of
Rone Engineers, Ltd.
RONE ENGINEERS, Ltd.
REPORT OF
BELLED PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 175689
Project No.:" 037333
Project: Freeport 10 Date of Service: 4/28/2003
500 Freeport Parkway Page 5 of 7
Driller: Liberty
Pier Identification W- 12 X- 12 Y- 12 Z- 12 AA- 12
Pier Diameter (in) 24 24 24 24 24
Bell Diameter (in) 66 66 66 66 66
Required Minimum Depth (it) 12.00 12.00 12.00 12.00 12.00
i Depth of Pier Prior to Underreaming (it) 12.90 12.90 12.60 12.70 12.60
Depth of Pier Aiter Underrearning (it)* 13.20 12.90 12.70 13.20 12.70
Condition of Bottom (wet / dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes
Casing Diameter (in) / Casing Len~h (fi) NA NA NA NA NA
Number of Bars / Reinforcing Bar Size(#) 6/#6 6/g6 6/#6 6/#6 6/#6
Length of Reinforcing Steel (it) 12.3 12.0 11.8 12.3 11.8
Time Drilling was Completed (am / pm) 11:38 AM 12:40 PM 12:46 PM 12:56 PM 1:24 PM
Time Concrete was Placed (am / pm) 12:44 PM 1:00 PM 1:47 PM 1:53 PM 1:56 PM
Depth of Pier From Top of Concrete (it) 12.70 12.50 12.20 12.70 12.20
Elevation: Surface (it)** 99.50 99.40 99.50 99.50 99.50
Elevation: Top of Pier (it)** 99.00 99.00 99.00 99.00 99.00
Elevation: Bottom of Pier (it)** 86.30 86.50 86.80 86.30 86.80
Bearing Stratum (description) Tan & Gray Sandy Clay
Note: See report #175690 for Compressive Strength Test Specimens.
* Additional Penetration not requested unless noted.
Remarks: 12' minimum depth or top of sand, whichever comes first
** - Elevation data not supplied to Rone Engineers. Noted surface, top of bearing stratum, and bottom
of pier elevation data calculated using specified top of pier elevations as shown on the project drawings
and measurement of actual top of concrete from existing surface elevation.
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 hava no control.
Our letters and reports are for the exclusive use of the clients to whom they are addressed and shell not be reproduced except in full without the written approval of
Rone Engineers, Ltd.
RONE ENGINEERS, Ltd.
REPORT OF
BELLED PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 175689
Project No.: 037333
Project: Freeport 10 Date of Service: 4/28/2003
500 Freeport Parkway Page 6 of 7
Driller: Liberty
Pier Identification W-8 X-8 Y-8 AA- 13 Z- 13
Pier Diameter (in) 24 24 24 24 24
Bell Diameter (in) 66 66 66 66 66
~ Required Minimum Depth (ft) 12.00 12.00 12.00 12.00 12.00
Depth of Pier Prior to Underreamin~ (f~) 13.10 13.20 12.80 12.80 12.80
Depth of Pier After Underreamin8 (ft)* 13.40 13.90 13.60 12.80 13.00
Condition of Bottom (wet / dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes
Casing Diameter (in) / Casinl~ Length (ftc) NA NA NA NA NA
Number of Bars / Reinfoming Bar Size (#) 6/#6 6/#6 6/#6 6/#6 6/#6
Len~h of Reinforcing Steel (ft) 12.5 13.0 12.7 12.0 12.1
Time Drilling was Completed (am / pm) 1:35 PM 1:40 PM 1:55 PM 2:24 PM 2:34 PM
Time Concrete was Placed (am / pm) 2:00 PM 2:03 PM 2:18 PM 3:06 PM 3:10 PM
Depth of Pier From Top of Concrete (ft) 13.00 13.40 13.20 12.40 12.50
Elevation: Surface (ft)**. 99.40 99.50 99.40 99.40 99.50
Elevation: Top of Pier (f~)** 99.00 99.00 99.00 99.00 99.00
Elevation: Bottom of Pier (ft)** 86.00 85.60 85.80 86.60 86.50
Bearing Stratum (description) Tan & Gray Sandy Cla~'
Note: See report #175690 for Compressive Strength Test Specimens.
* Additional Penetration not requested unless noted.
Remarks: 12' minimum depth or top of sand, whichever comes first
** - Elevation data not supplied to Roue Engineers. Noted surface, top 0fbearing stratum, and bottom
of pier elevation data calculated using specified top of pier elevations as shown on the project drawings
and measurement of actual top of concrete from existing surface elevation.
uMrrATIONS: The test results presmlted herein were prepared based upon the specific samples i:xovided for testing. We assume no responsibility for vaflatlon in
quality (compasSion, appearance, performance, etc.) or any other feature of similar subjec~ 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
Rona Engineers, Ltd.
RONE ENGINEERS, Ltd.
REPORT OF
BELLED PIER INSPECTION
Client: Duke Realty Services, LP Report No.: 175689
Project No.: 037333
Project: Freeport 10 Date of Service: 4/28/2003
500 Freeport Parkway Page 7 of 7
Driller: Liberty
Pier Identification Y- 13 X- 13
Pier Diameter (in) 24 24
Bell Diameter (in) 66 66
Required Minimum Depth (ft) 12.00 12.00
Depth of Pier Prior to Underreaming (f~) 13.00 13.20
Depth of Pier After Underreaming (it)* 13.00 13.60
Condition of Bottom (wet / dry) Dry Dry
Plumb Within Tolerance (yes / no) Yes Yes
Casing Diameter (in) / Casing Len~da (It) NA NA
Number of Bars / Reinfoming Bar Size (#) 6/g6 6/#6
Len~h of Reinforcing Steel (f0 12.1 12.7
Time Drilling was Completed (am / pm) 2:53 PM 2:51 PM
Time Concrete was Placed (am / pm) 3:14 PM 3:35 PM
Depth of Pier From Top of Concrete (f0 12,60 13.10
Elevation: Surface (ftC** 99.40 99.50
Elevation: Top of Pier (ft)** 99.00 99.00
Elevation: Bottom of Pier (ft)** 86.40 85.90
iBearing Stratum tdescription) Tan & Gray Sandy Clay
~lote: See report #175690 for Compressive Strength Test Specimens,
* Additional Penetration not requested unless noted.
Remarks: 12' minimum depth or top of sand, whichever comes first
** - Elevation data not supplied to Rone Engineers. Noted surface, top of bearing stratum, and bottom
of pier elevation data calculated using specified top of pier elevations as shown on the project drawings
and measurement of actual top of concrete from existing surface elevation.
.IMITATIONS: The test results presented herein were prepared based upon ~he specific samples provided for testing. We assume no responslrolllty 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.
lOut 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
IRone Engineers, Ltd.