Freeport NIP(7.0)-LR030509 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
Attn: Mr. JeffLnngston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176031
Project No.: 037333
Date of Service: 05/01/2003
Report Date: 05/09/2003
Project:
Services:
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.
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIV. R: Potter
pt~cr: On site
SPECIFICATION REQUIREMENTS
ST~NCTH: 4000 psi @ 28 Days
SLUMP On): 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: 05/01/2003
WEATHER CONDITIONS: Clear
TIMESAM~LED: 4:10am BATCHTIME: 3:51am
TEMI'VaATVRE~-AIR 76 ~ CONC~TE: 83 v
Tauc~ NO: 112 TICm~X ~O: 114390
AIR CONTENT (%): ~A UNIT W~IGHT (pc0: ~A
OVERALL PLACEMENT LOCATION:
Main office slab - grid lines A-D.8 at 1-3, D.$-E.4 at 1-2 and A-C at 3-7
SAMPLE LOCATION: Line E. 1 at 1.4
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) Obs. force) (psO TYPE
1 1 5.0 05/08/2003 7 109915 3890 Unbonded Cap
1 2 5.0 05/29/2003 28 Unbonded Cap
1 3 5.0 05/29/2003 28 Unbonded Cap
1 4 5.0 06/26/2003 56 Unbonded Cap
Water added at site: 5 gallons
LIMITATIONS: The test results p~-.,ented herein wete prepared based upon the specific samples provided f~r ~fin8. We sssume no re~onsibil/ty for vatiation in quali~y
(composition, appearance, performance, etc.) or any other ~tare 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 diems to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01DK Page 1 of 6
RoneEngmneers
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
CHeat:
Project:
Services:
Duke Realty Services, LP
At,a: Mr. JeffLangs~on
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176031
Project No.: 037333
Date Of Service: 05/01/2003
Report Date: 05/09/2003
Freeport I0
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
ColvrRAcroR: Duke Realty Services, LP
CONCRKTE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP (in): 6" maximum
,OR (%):
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.D.: 9349
PLACEMENT DATE: 05/01/2003
WEATHER CONDITIONS: CIcRr
TIME SAMPLED: 4:55am BATCH TIME: 4:39am
TEMPERATURI~. (F) - AIR 77 V CONCP,.gTE: 82 V
TRUCK NO: 103 TtC~:~T NO: 114400
Am cowr~NT (%): NA U~T V+~latrr ~:0: NA
OVERALL PLACEMENT LOCATION:
Main office slab - grid lines A-D.8 at 1-3, D.g-EA at 1-2 and A-C at 3-7
SAMPLE LOCATION: Line C.8 at 1.8
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER M~ASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (Inches) TESTED (days) 0b~ force) (psi) TYPE
2 .1 4.75 05/08/2003 7 134820 4770 Unbonded Cap
2 2 4.75 05/29/2003 28 Unbonded Cap
2 3 4.75 05/29/2003 28 Unbonded Cap
2 4 4.75 06/26/2003 56 Unbonded Cap
Water added at site: 5 gallons
LIMITATIONS: Tbe test msul~presea~xl herein were prepared bused upon the specific samples provided ~r testing. Wenssumeno t~sponsibility for vuria~onin qualivff
(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
~ports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without thc written approval of Rone Engineers, Ltd.
01DK Page 2 of 6
ROneEngineers:
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporat~ 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.: 176031
Project No.: 037333
Date of Service: 05/01/2003
Report Date: 05/09/2003
Freeport I0
500 Freeport Parkway
Coppell, 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.
PROJECT DATA
CONTRACTOm Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
I'LA~: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 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
MIX DESIGN LD.: 9349
PLACEMENT DATE: 05/01/2003
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 5:45am BATCH TIM~: 5:35am
TEMPERATURE (F} - AIR 76 V CONCRETe: 84 V
TRUC~ nO: 107 TICE~T nO: 114410
AIR CONTENT (%): NA tn~X WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Main office slab - grid lines A-D.8 at 1-3, D.8-E.4 at 1-2 and A-C at 3-7
SAMPLE LOCATION: Line B.2 at 1.3
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATK AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 4.25 05/08/2003 7 115735 4090 Unbonded Cap
3 2 4.25 05/29/2003 28 Unbonded Cap
3 3 4.25 05/29/2003 28 Unbonded Cap
3 4 4.25 06/26/2003 56 Unbonded Cap
Water added at site: 5 gallons
I.aVlITATIONS: 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 conUoL 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.
01DK Page 3 of 6
RoneEng nee.rs:
Client:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
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
Report No.: 176031
Project No.: 037333
Date of Service: 05/01/2003
Report Date: 05/09/2003
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perfon'n required field testing, cast compressive strength samples end bring
samples back to the laboratory for curing end testing in aeeorclanee with applicable standards.
CONTanCTOm Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: Oft site
SPECI~CATION REQtURE~fl~.~rrs
STRENGTH: 4000 psi @ 28 Days
SLtnWP 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
r~x DZS]GN I.D.: 9349
PLACE~m~rr DATE: 05/01/2003
WEATHER CONDITIONS: Sunny
TIME SAMPLED: 6:55am BATCH TIME: 6:46am
T~rm'Z~AT~RE 0~-Am 79 v CONCRETE: 83 V
THUCK NO: 103 TICX~T NO: 114420
Am CO~rr~NT (%): NA t~wr WEighT (pc0: NA
OVERALL PLACEMENT LOCATION:
Main office slab - grid line~ A-D.8 at 1-3, D.g-E.4 at 1-2 and A-C at 3-7
SAMPLE LOCATION: Line A.4 at 3.2
REPORT OF TEST,~
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
4 1
MAXIMUM
DATE AGE LOAD
TESTED (days) Obs. foree)
COMPRESSIVE
STRENGTH
(psi)
4 2 4.5
4 3 4.5
4.5 05/08/2003 7 99430 3520
05/29/2003 28
05/29/2003 28
06/26/2003 56
4 4 4.5
Water added at site: 5 gallons
TYPE
Unb0nded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented heroin were prepared based upon the specific samples provided for testing. We assume no ~*sponsibil/ty for variation/n quality
(composition, appearance, performance, etc.) or any other feature of droller subject matter provided by persons or cond/fioas 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 thc written approval of Rone Engineers, Ltd.
01DK Page 4 of 6
8908 Ambossador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothwny, Sto. 150, Houston, TX 77040
Corporate Phone: (214) 630-9'/45
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
ARm Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176031
Project No.: 037333
Date of Service: 05/01/2003
Report Date: 05/09/2003
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
CONTRaCTOr: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLt~rP On): 6" maximum
AIR (%): NA
TEST M~TnOD: ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
MIX DESIGN I.D.: 9349
PLACEMENT DATE: 05/01/2003
WEATHER co~rrloNS: Partly cloudy
TIME SAMPLED: 8.'45aH1 BATCH ~: 8:27am
TEMPV~RA~ (~)- Am 80 F CONCRETE: 84 F
TRUCKNO: 106 XtC~mX NO: 114430
Am CONTENT (%): NA L~aT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Main office slab - grid lines A-D.8 at 1-3, D.8-E.4 at 1-2 and A-C at 3-7
ASTM C-138 SAMPLE LOCATION: Line A.8 at 4.2
ASTM C-39 REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER
SET NO.
5
5 2
5 3
5 4
MEASURED MAXIMUM
SLUMP DATR AGE LOAD
(inche0 TESTED (days) (lbs. force)
4.5 05/08/2003 7 104940
4.5 05/29/2003 28
4.5 05/29/2003 28
4.5 06/26/2003 56
Water added at site: 5 gallons
COMPRESSIVE
STRENGTH
(~)
3710
Unbonded Cap
Unbonded Cap
Unbonded Cap
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 control. Our letters and
repons are for thc exclusive use of the cheats to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01DK Page 5 of 6
8908 Ambassador Row, Dallas, 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
CHeat:
Duke Realty Services, LP
At~: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176031
Project No.: 037333
Date of Service: 05/01/2003
Report Date: 05/09/2003
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.
cowr~ACTOm Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: O13. site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLt~O' ~n): 6" maximum
Am (%):
TEST METHOD:
PROJECT DATA
rnrx DESICN Ia.: 9349
PLACEMENT DATE: 05/01/2003
W~ATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 9:35am BATCHTIM~: 9:21am
TE~n,E~.AX~RE ~- nm 85 F coNcRETe: 83 P
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138 SAMPLE LOCATION: Line A.5 at 6.4
ASTM C-39 REPORT Oi7 TE~T~
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
TRUCK NO: 108 TICm~T NO: 114440
AXR CONTENT (%): NA VmT WEIGHT (_mO: NA
OVERALL PLACEMENT LOCATION:
Main office slab - g~id lines A-D.8 at 1-3, D.8-E.4 at 1-2 and A-C at 3-7
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE' LOAD STRENGTH PRACTURE
SET NO. Onchea) TESTED (days) (lbs. force) ~d) TYPE
6 1 4.25 05/08/2003 7 106070
6 2 4.25 05/29/2003 28
6 3 4.25 05/29/2003 28
6 4 4.25 06/26/2003 56
Water added at site: 5 gallons
Technician: Jeremy Watts
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Building Dept.
(1) Pot~r Concrete
Started: 3:15am Finished: l:00pm
(1) Pacheco Koch Consulting Engineers
(I) Engineadng Analyst
(1) City of Coppell Engln~xing Dept.
3750 Unbonded Cap
Unbonded Cap
Unbonded Cap
~ Unbonded Cap
~~. Scott Watso~~
CMT Operations Manager
LIMITATIONS: The test results prcseated herein were p~pared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no conu-ol. Our letters and
~ports are for the exclusive use of the clients to whom they are addressed and shall not be ~-produced except in full without the written approval of Rone Engineers, Ltd.
01DK Page 6 of 6
gjneerS
8908 Ambassador Row, D~llas, TX 75247
2696 Gravel Drive. Fort Wortl~ 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
At~a: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176019
Project No.: 037333
Date of Service: 05/01/2003
Report Date: 05/09/2003
Freeport 10
500 Fteopor~ Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive s~rangth samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
CoNTP'Ac?om Duke Realty Services, LP
CONCRETE SUPPLIER: Potter Concrete
p~cr: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
s~t~v~? 0n): 5" - 7"
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.: NA
reACtaNT DARE: 05/01/2003
WEATHER CONDITIONS: Su.1331y
XnVmSAMI'LED: l:41pm SATC~TIMZ: NA
TEMPERATURE (F) - AIR 83 F CONCRETE: 85 F
TRUCK NO: NA TICKET ~O: NA
AIR CONTENT (%): NA UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Please refer to repor~ #176018 for column lines to all the piers drilled today
SAMPLE LOCATION: Lines BB-7, CC-7, DD-7 and EE-7
REPORT OF TE~TS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUblP
SET NO. . (inches)
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH FRACTURE
TESTED (cLays) Obs. force) (psi) TYPE
7.00 05/08/2003 7
7.00 05/29/2003 28
7.00 05/29/2003 28
7.00 06/26/2003 56
See report #176018 for technician time.
Technician: Rick Smith
Report Distribution:
(1) Duke Realty Servic~ LP
(1) Duke Realty Services, LP
(1) City of Coppell Building Dept.
(I) Potter Concrete
Started:
Finished:
(1) Pacheco Koch Consul6ng Engineers
(1) Engineering Aaalyst
(1) City of Coppell Engineering Dept.
106725
3770 Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
Scott Watson
CMT C ~erations Managcr
LIMITATIONS: The test results preseated herein were prepm~l based upon the specific samples provided for testing. We assume no responsibility for varia6on in quality
(composition, appearance, performance, etc.) or any other feaa~re 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 foil without the written approval of Rone Engineers, Ltd.
01DK Page 1 of I
gineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corlmrate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 BeR Line Road, Suite 360
Dallas TX 75254
Report No.: 174609
Project No.: 037333
Date of Service: 04/10/2003
Report Date: 05/09/2003
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.
cowranCTOm Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLAWr: On site
SPECIFICATION REQUIREbfENTS
S~NGT~: 4000 psi ~ 28 Days
PROJECT DATA
MIX DESIGN I.D.: 9361
PLACEMENT DATE: 04/10/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 11:30am BATCH TIME: 11:04am
TEMPERATURE (F) - AIR 70 P CONCRE~: 68 v
SLUMP On):
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
TRUCKNO: 106 TICKET NO: 113585
nm CONTENT (%): NA truax w~icrrr (~0: NA
OVERALL PLACEMENT LOCATION:
See pier inspection report #174608
SAMPLE LOCATION: Piers D.2-1.9, C.6-1.9 and C-1.9
REPORT ON TERT,q
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARI~D SLUMP
SET NO. . (toches)
1 1 5.50
DATE
TESTED
04/17/2003
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) Obs. force) (psi) TYPE
7 131450 4650 Unbonded Cap
1 2 5.50
1 3 5.50
1 4 5.50
05/08/2003
05/08/2003
06/05/2003
28 158015 5590 Unbonded Cap
28 157870 5580 Unbonded Cap
Average 5590
56 Unbonded Cap
See report #174608
Technician: R/ck Smith
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Sexvices, LP
(1) City of Coppell Building Dept,
(1) Potter Concrete
for technician time.
Started:
Finished:
(1) Pacheco Koch Consuiting Engineers
(1) Engineering Analyst
(1) City of Coppcll Enginee~ng Dept.
K. Scott Watson
CMT Operations Manager
L/MITATIONS: The test results presented herein were prepared based upon thc specific samples provided for testing. We assume no responsibility for vafiati6n 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 end
l~por~s are ~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.
01DK Page 1 of 1
RoneEn ineers
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. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 174507
Project No.: 037333
Date of Service: 04/09/2003
Report Date: 05/09/2003
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 laboratoD, for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter Concrete
PLANT: On site
S?ECmCAXtON REQtnm~MEwrs
STRENGTH: 4000 psi ~ 28 Days
SLVMI' 0"): 5" - 7"
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
sux DESIGN 1.~.: 9361
PLACEMENT DATE: 04/09/2003
WEATHER CONDITIONS: S~nny
Ti~n~ S~LEO: 11:48m BATCH r~: I 1:23m
TEMPE~ ~-~R 56 F CONC~: 61 ~
TRU~ NO: 110 ~C~T NO: 113574
A~ CO~E~ (%): NA ~T ~IGHT ~e0: NA
O~LL PLA~ L~A~ON:
PI~ refer ~ ~A ~174506 for ~1~ lin~ m ~1 ~e piem dfill~ t~ay
SAMPLE LOCATION: Column lines B.9-13, B.9-14 and
REPORT OF TE~TN O-14
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH I~RACTURE
TESTED (days) Obs. farce) (psi) TYPE
I 1 6.25
04/16/2003 7 120020 4240 Unbonded Cap
1 2 6.25
1 3 6.25
05/07/2003 28 153705 5440 Unbonded Cap
05/07/2003 28 152345 5390 Unbonded Cap
Average 5420
1 4 6.25 06/04/2003
See report ~174506 for technician time.
56
Technician: Rick Smith
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, IP
(1) City of Coppell Building Dept.
(1) Potter Concrete
Started:
Finished:
(1) Pacheco Kceh Consulting Engin~
(1) Engineering Analyst
(1) City of Coppdl Engin~ring Dept.
Unbonded Cap
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test ~sults prasented he~in were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in qualiW
(composition, appearance, performance, etco or any other feature of s/milar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for thc exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the writtea approval of Rone Engineers, Ltd.
01DK Page I of 1
ROneEngi.neers.
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
IN-PLACE DENSITY TESTING
CHent:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Freeport 10
500 Freeport Parkway
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 176211
Project No.: 037333
Date of Service: 05/05/2003
Report Date: 05/09/2003
PROJECT DATA
CONTRACTOR: Duke Realty Services, LP
Test Methods: ASTM D-2922
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 32720
Test Mede: DT
M/D No. Description
1 Dark Brown Clay
Standard Counts
Density
Current: 3096
Previous: 3078
Moisture
Current: 657
Previous: 653
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
Moisture % Density pcf Moisture Density
19.5 104.5 Optimum +4 95 rain
FIELD DENSITY TESTS
TEST
NO
PROBE
TEST LOCATION DEPTH
Backf'fll
1 Sanitary sewer trench, approximately Line 9
at A.4, 1 st lift
Backf'dl
2 Sanitary sewer trench, approximately Line 9
at A.4, final grade
Backfill
3 Sanitary sewer trench, approximately Line
14 at Line C, 3' below grade
Backfill
4 Sanita~ sewer trench, approximately Line
14 at Line E, 2' below grade
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) Loc0 (pc0 (% max)
6" 1 19.8 121.8 101.7 97
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Dukc Realty Services, LP
(1) City of Coppel! Building Dept.
(1) Pacheco Koch Consulting Engineers
6" I 20.7 121.4 100.6 96
6" 1 21.7 121.2 99.6 95
6" 1 20.0 123.6 103.0 99
Test results on this report meet project specification./~~
(1) City of Coppell Engineering D~L K. Scott Watson
CMT Operations Manager
LIMITATIONS: Thc test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in qualiVj
(composition, appearance, performance, etc.) or any other feature of sim/lar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for thc exclusive use of thc clients to whom ~hey are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
07DF Page 1 of I
Client:
Project:
Services:
Duke Realty Services, LP
Atto: 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. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
IN-PLACE DENSITY TESTING
Report No.: 176274
Project No.: 037333
Date of Service: 05/06/2003
Report Date: 05/09/2003
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: 656
Previous: 657
Standard Count~
Density
Current: 3065
Previous: 3096
MOISTURE DENSITY RELATIONS
Maximum Project Requirement~
M/D 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. (%) (p~0 (pc0 (% max)
'Lime Subgrade
1 Building pad, 1700' east by 100' north of 6" 1 24.3 123.2 99.1 99
southwest comer, final
Lime Subgrade
2 Building pad, 1700' east by 200' north of 6" 1 24.4 120.5 96.9 97
southwest comer, final
Lime Subgrade
3 Building pad, 1700' east by 300' north of 6" 1 23.2 119.9 97.3 97
southwest comer, final
Lime Subgrade
4 Building pad, 1700' east by 400' north of 6" 1 22.4 117.3 95.8 96
southwest comer, final
Lime Subgrade
5 Building pad, 1700' east by 500' north o~' 6" 1 24.7 122.2 98.0 98
southwest corner, final
LIMITATIONS: The~est rezultsprescnted herein were prepared based uponthe epedfi¢ sample~ provided ~r ~img. Weassume no responsibility for vafiafionin quality
(composition, appearance, performance, etc.) or any other feature of similar subject mater provided by persons or conditions over which we have no comrol. Our letlers 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 wfitte~ approval of Rone Engineers, Ltd.
07DD Page I of 2
Report No.: 176274 RoneEngin~rs
Project No.: 037333 Sll
Client: Duke Realty Services, LP
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) CRy of Coppeli Building Dept.
( 1 ) Pacheco Koch Consulting Engineem
Test results on this report meet project specification.
(1) Engiaeeriag Analyst
(1) City of Coppell Engineering Dept.
CMT Operations Manager
LIMITATIONS: The test results presented herein were pm'pared 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 consol Our letters and
reports are for the exclusive use ofth~ clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engiaeets, Ltd.
07DB Page 2 of 2
Client:
Duke Realty Services, LP
Atln: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
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. 150, Houston, TX 77040
Corporate Phone: (214)630-9745
IN-PLACE DENSITY TESTING
Report No.: 176341
Project No.: 037333
Date of Service: 05/06/2003
Report Date: 05/09/2003
CONTRACTOR: Duke Realty Services, LP
Test Methods: ASTM D-2922
ASTM D-3017
M~ No. Description
1 Dark Brown Clay
Standard Counts
PROJECT DATA
Gauge: Troxler 3430 Moisture
Gauge Serial No: 32720 Current: 656
Test Mode: DT Previous: 657
MOISTURE DENSITY RELATIONS
Density
Current: 3065
Previous: 3096
Maximum Project Requirements
Moisture % Density pcf Moisture Density
19.5 104.5 Optimum +4 95 rain
FIEI,D DENSITY TESTS
TEST
NO
TESTLOCATION
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
DEPTH No. (%) (pc0 (pc0 (% max)
' Baclcfill
1 Sanitary sewer trench, approximately Line 6" 1 20.3 120.8 100.4 96
14 at Line F, 3rd lift
Backfffi
2 Sanitary sewer trench, approximately Line 6" 1 22.8 126.7 103.2 99
14 at Line E, final
Backfill
3 Sanitary sewer trench, approximately Line 6" 1 21.0 126.1 104.2 I00
14 at Line G, 1st lift
Backf'dl
4 Sanital3r sewer trench, approximately Line 6" 1 23.2 ' 127.5 103.5 99
14 at Line G, 2nd lift
Test results on this report meet project specification.
See report ~176274 for technician time
LLMITATIONS: The test results presented herein were prepared based upon the specific ~anples 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 coairol. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shah not be reproduced except in full without the whiten approval of Rone Engineer, Ltd.
07DD Page 1 of 2
Technician: Lanny Gist
Report Distribution:
(l) Duke Realty Services, LP
(l) Duke Realty Services, LP
(I) City of Coppcll Building Dept.
(1) Pacheco Koch Consulting Engineers
Started: Finished:
(1) Engin~'ing Analyst
(1) City of Coppell Engineering Dept.
K. Scott Watson
CMT Operations Manager