Freeport NIP(7.0)-LR030515RoneEng neers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Sic. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Sex. rices, LP
Atln: Mr. Jeff Langston
5495 Belt Line Road. Suite 360
Dallas TX 75254
Report No.: 176372
Project No.: 037333
Date of Service: 05/07/2003
Report Date: 05/15/2003
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.
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANt: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUM~P (in): 5" - 7"
AIR (%):
TEST METHOD:
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
PROJECT DATA
MIX DESIGN I.D.: 9361
PLACEMENT DATE: 05/07/2003
W~AX~mR CONDITIONS: Clear
TIME SaM?LEO: 3:25pm BATCH X~: 3:05pm
TEMPERATURE (F) - AIR 88 F CONCRETE: 91 F
TRUCKNO: 2 ~C~?NO: 114753
Am CONTENT (%): NA t~X WEIGHT (_ncO: NA
OVERALL PLACEMENT LOCATION:
See piex inspection ~port #17637 ! for overall placement
SAMPLE LOCATION: PiersNN-I~,PP-12, PP-11 and
NN-I1
ASTM C-39 REPORT O1~ TERTR
Concrete Compressive Cylinder 6" x t2" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches), TESTED (days) Obs. force) (psi)
TYPE
1 1 5.75 05/14/2003 7
1 2 5.75 06/04/2003 28
1 3 5.75 06/04/2003 28
1 4 5.75 07/02/2003 56
See report %176371 for technician time.
Technician: Rick Smith
Report Distribution:
(1) Duke R~lty Services, I2
(1) Duke R~ty Serviccs, LP
(1) City of Copp~l Building DepL
(1) Potter Concrete
Finished:
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(I) City of Coppcll Enginccdng Dept.
113790 4020
Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
gL 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 ov~ which we have no conmol. Our lettem 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 1 of 1
RoneEngin ers.
8908 Ambassador Row, Dallaa, 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
Atta: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176283
Project No.: 037333
Date of Service: 05/06/2003
Report Date: 05/15/2003
Project:
Serylces:
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~mACTO~ Duke Realty Services, LP
CONCRete. St~PLIER: Potter
PLA~: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
s~t~l' (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
~nx DESlON LD.: 9349
PLACEM~.Sr DATE: 05/06/2003
WEATIIER CONDITIONS: Cloudy
TI.ME SAMPLED: 6:45am BATCH TI~: 6:36am
TEMPEP. nTm~O*)-am 80 F CONCRETE: 85
TmJCICNO: 105 xicia~r No: 114565
AIR CONTENT (%): NA UNIT 'WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Slab at gfidlines N-W at 9-11
SAMPLE LOCATION: Line N. 1 at 10.8
REPORT C}i~ TE,qT~q
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUbl coMPREssIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. . 0nchea) TESTED (days) (lbs. force) (psi) TYPE
I 1 5.0 05/13/2003 7 105510 3730 Unbonded Cap
I 2 5.0 06/03/2003 28 Unbonded Cap
1 3 5.0 06/03/2003 28 Unbonded Cap
1 4 5.0 07/01/2003 56 Unbonded Cap
LIMITATIONS: Thc test results presented herein were prepared based upon the specific samples provided for testing We assume no responsibility ~r variation ha quality
(composition, appearance, performance, ~c.) or any other feature of similar subjeat 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 Engineer, Ltd.
01DK Page 1 of 9
gineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rathway, Ste. 150, Hou~on, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
CHeat:
Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176283
Project No.: 037333
Date of Service: 05/06/2003
Report Date: 05/15/2003
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 aecordanca with applicable standards.
co~rrEACTOR: - Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
ruA~: On site
SrECmCATIO~ REQmREsm~rs
sTRE~Gra: 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 OESlG~q Ia.: 9349
PLACEMENT DARE: 05/06/2003
WEATHER CONDITIONS: Cloudy
~VI~SA~t~L~.D: 7:30am ~Ax~: 7:21~
TEMPE~T~-~R 81 F ~N~TE: 84 F
xuuc~ ~o: 105 ~c~ so: 114575
mR co~ ('/.): NA mT ~IGHT ~0: NA
O~L P~NT ~CA~ON:
Slab at ~d~ N-W at 9-11
SAMPLE LOCATION: Line P.3 at 10.6
REPORT Ol~ TERT~q
Concrete Compressive Cylindcr 6" x 12" (area 28.27 sq. in.)
CYLIN-DER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTIJRE
SET NO. . (inches) TESTED (days) (lbs. foree) (psi) TYPE
2 1 4.5 05/13/2003 7 117715 4160 Unbonded Cap
2 2 4.5 06/03/2003 28 ~ Unbonded Cap
2 3 4.5 06/03/2003 28 Unbonded Cap
2 4 4.5 07/01/2003 ~ 56 Unbonded Cap
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibil/ty 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 wrlaen approval of Pone Engineers, Ltd.
01DK Page 2 of 9
RoneEn meers
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. JcffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176283
Project No.: 037333
Date of Service: 05/06/2003
Report Date: 05/15/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fi'esh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP On):
AIR (%):
TEST METHOD:
coNx~AC'rom Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
vc~rr: On site
SPECIFICATION REQUI~MENTS
4000 psi ~ 28 Days
6" maximtun
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
tvnx OES~GN LO.: 9349
PLACEMENT DATE: 05/06/2003
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 8:20am BATCH TIME: 8:08am
TEMPERATURE (F) - AIR 85 F CONCRETE: 85 F
r~UCKNO: 105 TIOmX NO: 114585
AIR CONTENT (%): NA trOT WEictrr (p~0: NA
OVERALL PLACEMENT LOCATION:
Slab at gfidlines N-W at 9-11
SAMPLE LOCATION: Line Q.2 at 9.4
ASTM C-39 REPORT Ol~ TE,~T,q
Concrete Compressive Cylinder 6" x. 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SL~
SET NO. (inches)
3 1
MAXIMUM
DATE AGE LOAD
TESTED (days) Obs. force)
4.0 05/13/2003 7
4.0 06/03/2003 28
4.0 06/03/2003 28
4.0 · 07/01/2003 56
3 2
3 3
3 4
Water added at site: 5 gallons
COMPRESSIVE
STRENGTH
~)
113700 4020
TYPE
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
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 ofRone Enginenrs, Ltd.
01DK Page 3 of 9
RoneEn g neers
8908 Ambnssador 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:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176283
Project No.: 037333
Date of Service: 05/06/2003
Report Date: 05/15/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, carat compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
CONrRAcrom Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENG?m 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-I064
ASTM C-138
ASTM C-39
PROJECT DATA
MIX DESIGN I.D.: 9349
PLACEMENT DATE:
WEATHER CONDITIONS:
TIME SAMPLED: 9:10am
TEMPERATURE (Ir) - AIR
TRVC~ NO: 114
Am cowrEwr (%): NA
05/06/2003
Cloudy
BATCH TIME: 8:59am
88 v CONCRETE: 83
TICRET NO: 114595
WaT WqGHT (P~0: NA
OVERALL PLACEMENT LOCATION:
Slab at gfidlines N-W at 9-11
SAMPLE LOCATION: Line IL2 at 10.9
REPORT OF TEgTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLEVDER M~ASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. . (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 4.75 05/13/2003 7 109800 3880 Unbonded Cap
4 2 4.75 06/03/2003 28 Unbonded Cap
4 3 4.75 06/03/2003 28 Unbonded Cap
4 4 4.75 07/01/2003 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 feator~ of similar subject matter provided by persons or conditions over which we have no coniml. Our letter~ and
reports are for the exclusive use oftbe clients to whom they are addressed and shall not be reproduced except in full without the written appwval of Rone Englneem, Ltd.
01DK Page 4 of 9
R.°neEngineers
8908 Ambassndor Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Sto. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
CHent:
Duke Realty Services, LP
Atto: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254 .
Report No.: 176283
Project No.: 037333
Date of Service: 05/06/2003
Report Date: 05/15/2003
Proi t:
Services:
Freeport 10 ,
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh cpncrete 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~ACXOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Po~tffl'
PL,~r: On site
SPECIFICATION REQUIREMENTS
S~-~NGTI~: 4000 psi ~ 28 Days
sLt~nP 0o): 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: 05/06/2003
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 10'00a~ BATCHTIME: 9:53am
TEMPERATURE (F)- AIR 90 F CONCRETE: 86
~uc~c NO: 111 TIC,mT NO: 114605
AIR CONTENT (%): NA UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Slab at g~idlines N-W at 9-11
SAMPLE LOCATION: Line S.3 at 10.7
REPORT O1~ TE~TS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUIVIP DATE AGE LOAD STRENGTH FRACTURE
SET NO. . (inches) TESTED (days) (lbs. force) (psi) TYPE
5 I 4.25 05/13/2003 7 104125 3680 Unbonded Cap
5 2 4.25 06/03/2003 28 Unbonded Cap
5 3 4.25 06/03/2003 28 Unbonded Cap
5 4 4.25 07/01/2003 56 Unbonded Cap
LIMITATIONS: The test rasult~ presented herein were prepared based upon the specific samplea provided for testing. We assume no responsibility for vatlalien 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 shah not be reproduc~l except in full without the written approval of Rene Engineers, Ltd.
01DK Page 5 of 9
ineers
8908 Ambassador Row, Dallas, TX 75:247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-974S
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Arm: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176283
Project No.: 037333
Date of Service: 05/06/2003
Report Date: 05/15/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fl'esh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
comRAcroa: Duke Realty Services, LP
CONCP. r~TE s~rrLma: Potter
rLnyr: On site
SPECIFICATION REQUIREMENTS
STREI~CTa: 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
MIX DESIGN I.D.: 9349
PLACEMENT DATE: 05/06/2003
W'gATH~R CONDITIONS: Cloudy
T~SA~LUO: ll:15am EATCH~: ll:02am
TEMPERATURE (F)-AIR 89 F CONCRETE: .83 F
TaUOCNO: 111 TIC~T~O: 114615
AIR coNTE~r (%): NA UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Shb at gfidlines N-W at 9-11
SAMPLE LOCATION: Line T.3 at 9.6
REPORT O!~ TEgTg
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER
MARKED
SET NO.
6 1
6 2
6 3
6 4
MEASURED MAXIMU]Vl COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH FRACTURE
· 0Aches) TESTED (days) (lbs. force) (psi) TYPE
4.0 05/13/2003 7 110885 3920 Unboaded Cap
4.0 06/03/2003 28 Unbonded Cap
4.0 06/03/2003 28 Unbonded Cap
4.0 07/01/2003 56 Unbonded Cap
LIMITATIONS: The test results presented herein were piepared based upon the specific samples provided for testing. We assume no respoasibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject mailer provided by persons or conditions over which we have no control. Our letters and
reports am for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in fall without the written approval of Ronc Engineers, Ltd.
01DK Page 6 of 9
gineers
8908 Ambossador Row, Dallas, TX 75247
2696 Grovel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
CHent:
Duke Realty Services, LP
Arm: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176283
Project No.: 037333
Date of Service: 05/06/2003
Report Date: 05/15/2003
Project:
Services:
Freeport 10
500 Freeport Park.,ay
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.
COWraACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
p~,~r: On site
SPECmCATION REQmREME~rrs
STRENGTH: 4000 psi ~ 28 Days
SLUMP (la): 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
Concrete Compressive Cylinder 6" x 12"
PROJECT DATA
MIX DESIGN I.D.: 9349
PLACEMENT DATE: 05/06/2003
WEATHER CONDITIONS: Cloudy
~MESAMPLED: 12:00pm SATCH~M~: ll:47am
TEMPE~TUREff)-AIR 88 F CONCRETE: 84
TRUCK NO: 111 TICRET NO: 114625
AIR CONTENT (%): NA UNIT W~iG~rr (v~0: NA
OVERALL PLACEMENT LOCATION:
Slab at gridlines N-W at 9-11
SAMPLE LOCATION: LineU. l at 10.8
REPORT OF TERT~
area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARleD SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. , (inches) TESTED (days) (lin. force) (psi) TYPE
7 1 5.25 05/13/2003 7 91120 3220 Unbonded Cap
7 2 5.25 06/03/2003 28 Unbonded Cap
7 3 5.25 06/03/2003 28 Unbonded Cap
7 4 5.25 07/01/2003 56 Unbonded Cap
Water added at site: 5 gallons
LIIVflTATIONS: The test results presented herein were prepm~ 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 addrassed and shall not be reproduced except in full without the writtan approval of Rone Engineers, Ltd.
01DK Page 7 of 9
8908 Ambnssndor 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:
Duke Realty Services, LP
Atto: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176283
Project No.: 037333
Date of Service: 05/06/2003
Report Date: 05/15/2003
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.
CONTRnCTOm Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 211 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
MIX DESIGN LD.: 9349
PLACEMENT DATE: 05/06/2003
WEATHER CONDITIONS: Cloudy
r~mSAMeL~D: 12:45pm BATCHTIME: 12:31pm
TEMPERATURE (F)- AIR 93 v coNcRETE: 84
TmJCKNO: 109 TICm~TNO: 114635
nm coz*TE~rr (%): NA UNIT WEIGHT (per): NA
OVERALL PLACEMENT LOCATION:
Slab at gr/dlines N-W at 9-11
SAMPLE LOCATION: Line V.4 at 10.4
REPORT OF TE,~T~
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
En_ARK~D SLUMP DATE AGE LOAD STRENGTH FRACTURE
SKT NO. . (inches) TESTED (days) Obs. force) (psi) TYPE
8 1 5.0 05/13/2003 7 96870 3430 Unbondcd Cap
8 2 5.0 06/03/2003 28 Unbonded Cap
8 3 5.0 06/03/2003 28 Unbonded Cap
8 4 5.0 07/01/2003 56 Unbonded Cap
LIMrrATIONS: 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 lettel's 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 Enginee~a, Ltd.
01DK Page 8 of 9
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Sla. 150, Houston, TX 77040
Corporate Phone: (214) 630-974S
CONCRETE coMpREsSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176283
Project No.: 037333
Date of Service: 05/06/2003
Report Date: 05/15/2003
Project:
Services:
Freeport I0
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, ca.st compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
coNT~crom Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: 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 I.D.: 9349
PLACEMENT DATE: 05/06/2003
W~ATI-IER CONDITIONS: Cloudy
TIME SAMPLED: 2:0~m BAT~: h38pm
TEMPE~T~-~R 92 ~ co~c~: 85
TH~c~so: 109 Xm~T ~O: 114647
~R CONTE~ (%): NA ~T ~]O~ ~0: NA
O~L PLACE~NT L~A~ON:
Slab at ~&in~ N-W at 9-11
SAMPLE LOCATION: Line W.3 at 9.3
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER
MARKED
SET NO.
9 1
9 2
9 4
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH FRA~'s'URE
(inches) TESTED (days) Obs. force) (psi) TYPE
5.25
5.25
5.25
5.25
Technician: Jeremy Watts
Report Di~tribuflon:
(1) Duk~ Realty Serviee~, LP
(1) Duke Realty Services, LP
(1) City of Coppell Building Dept
(1) Potter Concmt~
05/13/2003 7
06/03/2003 28
06/03/2003 28
07/01/2003 56
Start~l: 6:00am Finished: 3:15pm
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Enginenr/ng Dept.
101155
3580 UnbondedCap
Unbonded Cap
Unbonded Cap
) ~- Cap
Unbonded
CMT Operations Manager
LIMITATIONS: The test rczults presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01DK Page 9 of 9
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:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176213
Project No.: 037333
Date of Service: 05/05/2003
Report Date: 05/15/2003
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
con~ncroa: Duke Real~y Services, LP
CONCRETE SUPPLIER: Potter
PLnNT: On site
SPECIFICATION REQUIREMENTS
STH~NGTH: 4000 psi ~ 28 Days
SLUMP On): 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
MIX DESIGN LD.: 9361
PLACEMENT DATE: 05/05/2003
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 2:40pm BATCHTLME: 2:18pm
T~MPEn.~TtrRE(V)-Am 91 F CONCRETe.: 86
TRUCKNO: 2 TICI~T NO: 114563
nm cowr~wr (%): NA tr~X W~IG]~r (Pc0: NA
OVERALL PLACEMENT LOCATION:
Sec pier inspection ~pon #176212 for overall locations
SAblPLE LOCATION: Piers CC-14, DD-14 and EE*I4
REPORT OF TE~T,~
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUbil~
SET NO. . (inches)
1 1 6.25
1 2 6.25
1 3 6.25
1 4 6.25
See report #176212
DATE AGE
TESTED (days)
05/12/2003 7
06/02/2003 28
06/02/2003 28
06/30/2003 56
for technician time.
Technician: Rick Smith
Report Distribution:
(1) Duke Realty Services, LP
(1) Duk~ Realty Services, LP
(1) City of Copp¢ll Building Dept.
(1) Pot~r Coner~te
S~rted:
Finished:
(1) Pacheco Koch Consulting Enginenra
(1) Engin~liug Analyst
(1) City of Coppell Engineering Dept.
MAXIMUM COMPRESSIVE
LOAD STRENGTH I~RACTURE
Obs- force) (pal) TYPE
110795
3920 Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
IC Sc~'tt V~a~son
CMT Operations Manager
LIMITATIONS: The ~st results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, cie.) or any other feature of simliar 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 I of 1
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. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176218
Project No.: 037333
Date of Service: 05/05/2003
Report Date: 05/15/2003
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.
CONTIO. CTOI~: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
etcher: On site
SPECIFICATION REQUIREMENTS
SXREr~GXH: 4000 psi ~ 28 Days
SLUMP (in): 6" max
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
~ DESIGN I.D.: 9349
P~C~M~NT DATE: 05/05/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 3:55am BATCH Tram: 3:49am
TE~n~E~XURE~-AIH 78 F COSCRETE: 84
mUCK NO: 116 TIC~T SO: 114460
AIR CONTENT (%): NA UNIT W~la~rr (pc0: NA
OVERALL PLACEMENT LOCATION:
Slab N-Y at 7-9
SAMPLE LOCATION: Line N.2 at 8.6
REPORT OF TF,~T~q
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER
MARKED
SET NO.
! 1
1 2
1 3
1 4
bIEASURED MAXIMUM COMPRESSIVE
SLUM~ DArE AGE LOAD STRENGTH FRACTURE
(inches) TESTED (days) (lbs. force) (psi) TYPE
5.25 05/12/2003 7 128945 4560 Unbonded Cap
5.25 06/02/2003 28 Unbonded Cap
5.25 06/02/2003 28 Unbonded Cap
5.25 06/30/2003 56 Ur~bonded Cap
Water added at site: 5 gallons
LIMITATIONS: The test results presented herein were prepared based upon the specific sample~ provided for ~esting. We assume no responsibility for variation in quality
(composi6on, 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
t~por~s are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the wrltten approval of Rone Engineers, Ltd.
01DK Page 1 of 10
eEng
Client:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
rrojecti
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
8908 Ambaasador 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.: 176218
Project No.: 037333
Date of Service: 05/05/2003
Report Date: 05/15/2003
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
MIX DESIGN I.D.: 9349
PLACEMENT DATE: 05/05/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 5:00ar~ BATCH T~Sm: 4:52am
TEMPERATURE (F) - AIR 80 F CONCRETE: 85 It
THUCK NO: 113 TICKZT NO: 114470
AIR CONTENT (%): NA UNIT v~iarrr (pc0: NA
OVERALL PLACEMENT LOCATION:
Slab N-Y at 7-9
CONTP, Acro~: Duke Realty Services, LP
CONCRETE SUPPLIER: PO~OI'
PLANT: On site
SrECIr~CATION REQta~.~mNTS
S~.~NCTH: 4000 psi ~ 28 Days
SLUMP (la): 6" Illax
nm (%): NA
TEST METHOD: ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39 REPORT Oi~ TEST~
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
SAMPLE LOCATION: Line P.1 at 8.7
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTUR~
SET NO. - (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 5.0 05/12/2003 7 128245 4540 Unbonded Cap
2 2 5.0 06/02/2003 28 Unbonded Cap
2 3 5.0 06/02/2003 28 Unbonded Cap
2 4 5.0 06/30/2003 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, appeatance, performance, etc.) or any other feature of similar subject matter provided by pe~ons or conditions over wh/ch we have no con,roi. Our letters and
reports are for the exclusive use of the clients to whom ~hey are addressed and shall not be reproduced except in foil without the written approval of Rone Engineers, Ltd.
01DK Page 2 of 10
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Ruthway, 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.: 176218
Project No.: 037333
Date of Service: 05/05/2003
Report Date: 05/15/2003
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.
COt~rr~,ACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PCA~'r: On site
sP~.cnncATioN REQUmeME~rrs
SXRENGT~: 4000 psi ~ 28 Days
SLUMP (in): 6" max
AIR (%):
TEST METHOD:
PROJECT DATA
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138 SA~'ta~ LOCATION: Line Q.3 at 7.4
ASTM C-39 REPORT Ol~ TE,qT~
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
MIX DESIGN I.D.: 9349
P~CEM~rr DATE: 05/05/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 5:55am BATCH'lIME: 5:49am
~M~EgAXt~ ,(r)- nm 80 V CONCREXE: 84
XR~JCKNO: 116 TaCiT NO: 114480
Am co~r~.~r (%): NA UNIT WEIGHT (l~f): NA
OVERALL PLACEMENT LOCATION:
Slab N-Y at 7-9
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DA'I~ AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
3 1 4.5 05/12/2003 7 121620 4300
3 2 4.5 06/02/2003 28
3 3 4.5 06/02/2003 28
3 4 4.5 06/30/2003 56
Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The t~: 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 mat~er provided by persons or conditions ove~ which we have no control. Our letters and
reports am for the exclusive use of the clients to whom they are addressed and shah not be reproduced except in full without tho writt~,n approval of Rune Engineers, Ltd.
01DK Page 3 of 10
8908 Ambassador Row, Dallas, TX 75247
:2696 Grnvel Drive, Fort Worth, TX 76118
6.300 Rothwny, Ste. 150, Houston, TX 77040
Corporate Phone: (2:14) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
At'tn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176218
Project No.: 037333
Date of Service: 05/05/2003
Report Date: 05/15/2003
Freeport 10
500 Freeport Parkway
Coppel[, 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
cosrm~cxoR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPEClVICArION ~ZQtnREMZNrS
srRENcx~: 4000 psi ~ 28 Days
SLUMP (in): 6" ~
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
rLACZME~rr DATE: 05/05/2003
WEATHER CONDITIONS: Cloudy'
TIME SAMPLED: 7:10am BATCH TIME: 7:01am
TEMPe.~XtrRE~-Am 81 F CONCRETE: 83
XRUC~C NO: 113 TICKe.? NO: 114490
AIR cor, rr~rr (%): NA vmr WEmtrr CmO: NA
OVERALL PLACEMENT LOCATION:
Slab N-Y at 7-9
SAMPLE LOCATION: Line R.2 at 8.8
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 I~,ACTURE
SET NO. (inches) TESTED (days) Obs. force) (psi) TYPE
4 1 4.75 05/12/2003 7 124000 4390 Unbonded Cap
4 2 4.75 06/02/2003 28 Unbonded Cap
4 3 4.75 06/02/2003 28 Unbonded Cap
4 4 4.75 06/30/2003 56 Unbonded Cap
LIMITATIONS: The test resul~ presented herein w~e prepared based upon the specific samples provided for testing. We assume no rasponsibil/~y for variation in quality
(compnsit/on, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letlem 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 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
Client:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176218
Project No.: 037333
Date of Service: 05/05/2003
Report Date: 05/15/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples 0f fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and tasting in accordance with applicable standards~
CONTaACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site'
SPECIFICATION P.-~QUIR~MENTS
STm~NGX~: 4000 psi ~ 28 Days
SLUMP (in): 6" max
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: 05/05/2003
WEATHER CONDITIONS: Cloudy
TI.M~ SAMPLED: 8:15am BATCH TIME: 8:03am
TEMPERATURE (F) - AIR 82 F CONC~TE: 85
TRUCKNO: 116 TICKET NO: 114500
Am CONTENT (%): NA VmT w~ia~rr CocO: NA
OVERALL PLACEMENT LOCATION:
Slab N-Y at 7-9
SAlVlPLE LOCATION: Line S.4 at 8.9
RF, PORT OF TF, RTR
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH I~RACTURE
SET NO. · (inches) TESTED (days) Obs. force) (psi) TYPE
5 I 4.5 05/12/2003 7 112715 3990 Unbonded Cap
5 2 4.5 06/02/2003 28 Unbonded Cap
5 3 4.5 06/02/2003 28 Unbonded Cap
5 4 4.5 06/30/2003 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, perfomumce, etc.) or any other feature of similar subject matter pmvidad 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 reprcducad except in f~ll without the written approval of Rone Engineers, Ltd.
01DK Page 5 of 10
RoneEng
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. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176218
Project No.: 037333
Date of Service: 05/05/2003
Report Date: 05/15/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fxesh 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.
STRENGTH:
SLUMP On):
AIR (%):
TEST METHOD:
CONTRACTOa: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
6" max
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: 05/05/2003
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 9:05am BATCH TIME: 8:56am
TEMPERATURE (F) - AIR 83 F CONCRE~: 84 F
TREC~ NO: 764 TICKET NO: 114510
Am CONTENT (%): NA trmx W~IGh'X (~e0: NA
OVERALL PLACEMENT LOCATION:
Slab N-Y at 7-9
SAbiPLE LOCATION: Line T.3 at 7.3
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., - (inche~) TESTED (days) 0be. force) (psi) TYPE
6 1 5.0 05/12/2003 7 117610 4160 Unbonded Cap
6 2 5.0 06/02/2003 28 Unbonded Cap
6 3 5.0 06/02/2003 28 Unbonded Cap
6 4 5.0 06/30/2003 56 Unbonded Cap
Water added at site: 15 gallons
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided ~)r testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no eonlrol. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except/n full without the written approval of Rone Engineers, Ltd.
01DK Page 6 of l0
Ro.neEng
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, 8te. 150, Houston, TX 77040
Corporate Phone: (214) 6309745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176218
Project No.: 037333
Date of Service: 05/05/2003
Report Date: 05/15/2003
Proje~t:
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.
co~rranc?oR: Duke RealW Services, LP
CONCRETE SUPPLIER: Potter
PCA~rr: On site
SPECIFICATION REQUIREMENTS
STREr~CT~t: 4000 psi ~ 28 Days
SLUMP (in): 6** max
Am (%): NA
TEST METHOD: 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
PLACEME~rr DATE: 05/05/2003
WEATRER CONDITIONS: Cloudy
TIME SAMPLED: 9:55am BATCH TIME: 9:44am
TEMPERA~-trRE 0% AIR 84 P CO~CRETE: 83 P
XaUCK~O: 114 ' TICK~T~O: 114520
AIR COaT,.ST (%): NA trait WEIGHT (per): NA
OVERALL PLACEIV~NT LOCATION:
Slab N-Y at 7-9
SAMPLE LocATION: Line U. 1 at 8.7
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
7 I 4.5 05/12/2003 7' 115210 4070 Unbonded Cap
7 2 4.5 06/02/2003 28 Unbonded Cap
7 3 4.5 06/02/2003 28 Unbonded Cap
7 4 4.5 06/30/2003 56 Unbonded Cap
LRdlTATIONS: 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 pwvided 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 7 of 10
8908 Ambassador Row, DaHaa, 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. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176218
Project No.: 037333
Date of Service: 05/05/2003
Report Date: 05/15/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fi'esh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
CONT~.ACTOa: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STE~NaTH: 4000 psi ~ 28 Days
SLUMP (in): 6" max
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
M~X OESlCN LO.: 9349
rLAC~MENT DATE: 05/05/2003
~A~R CO~I~ONS: Cloudy
X~S~L~: 10:45~ ~nX~: 10:36am
~MPE~T~ ~ - ~R 86 F CO~C~: 83 F
~u~o: 855 T~C~X No: 114531
~ CONTENT (%): NA U~T ~o~r ~0: NA
O~L PLA~ LOCA~ON:
Slab N-Y at 7-9
SAMPLE LOCATION: Line V.3 at 8.8
REPORT Ol~ TE~T~
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER biEASURED MAXIMIYM COMPRESSIVE
MARKED SLUM~ DATE AGE LOAD STRENGTH FRACTURE
SET NO. . (Inches) TESTED (days) 0bL force) (psi) TYPE
8 1 5.0 05/12/2003 7 112485 3980 Unbonded Cap
8 2 5.0 06/02/2003 28 Unbonded Cap
8 3 5.0 06/02/2003 28 Unbonded Cap
8 4 5.0 06/30/2003 56 Unbonded Cap
LIMITATIONS: The test results presented hereia were prepared based upon the specific samples provided ~r tearing. We assume no responsibility for variation in quality
(composition, appearance, performance, et~.) 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 thc clients to whom they are addressed and shaLl not be reproduced except in full without the written approval of Ronc Bnginec~, Ltd.
01DK Page 8 of 10
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
ARm Mr. JcffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176218
Project No.: 037333
Date of Service: 05/05/2003
Report Date: 05/15/2003
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.
COt~TaACTOR: Duke Realty Services, LP
CONCRET~ SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STREr~GTm 4000 psi ~ 28 Days
SLUM~ (in): 6" ~
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
~ DESIGN ]3.: 9349
PLACEME~rr DATE: 05/05/2003
WEATHER CONDITIONS: Cloudy
TI~S~PLEO: 12:~pm BATCH~E: 11:44~
~MP~T~-~R 90 ~ CONC~TE: 85
~VCZ ~O: 114 X~C~X ~O: 114542
~ ~NT (%): NA ~T ~IGHT ~0: NA
O~L P~CE~ LO~TION:
Slab N-Y at 7-9
SAMPLE LOCATION: Line W.2 at 7.6
REPORT O1~ 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) (lbs. force) (psi) TYPE
9 1 4.75. 05/12/2003 7 107385 3800 Unbonded Cap
9 2 4.75 06/02/2003 28' Unbonded Cap
9 3 4.75 06/02/2003 28 Unbonded Cap
9 4 4.75 06/30/2003 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 sim/hr subject matter provided by persons or conditions over which we have no control. Our letters and
reports arc for the exclusive use of the clients ~ whom they are addressed and shall not be reproduced except/n full without the written approval ofRone Eng/neem, Ltd.
01DK Page 9 of l0
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste, 150, Houston, TX 770,~0
Corporate Phone: (214) 6309745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176218
Project No.: 037333
Date of Service: 05/05/2003
Report Date: 05/15/2003
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: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: OH site
SPECIFICATION REQLqREMENT5
STRENGTH: 4000 psi ~ 28 Days
SLUMP (ia): 6" max
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
ax DESIGN la).: 9349
PLACEMENT DATE: 05/05/2003
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 12:55pm BATCH Tmr.: 12:42pm
TEMPERATURE(F)-AIR 92 V CONCRETE: 84 F
TRVCK NO: 764 TICKET NO: 114552
AIR CONTENT (%): NA UNIT WEIGHT (.re:f): NA
OVERALL PLACEMENT LOCATION:
Slab N-Y at 7-9
SAMPLE LOCATION: Line Y.2 at 8.3
REPORT OF TE~T~
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP
SET NO. . (inches)
t MAXIMUM
DATE AGE LOAD
TESTED (days) 0b~. force)
COMPRESSIVE
STRENGTH FRACTURE
(pa) T~PE
10 1 4.5
10 2 4.5
10 3 4.5
10 4 4.5
05/12/2003 7
06/02/2003 28
06/02/2003 28
06/30/2003 56
Water added at site: 5 gallons
Technician: Jeremy Watts
Report Diatribuflon:.
(l) Du~ R:a~ty Service, LP
(1) Duke Rcalty Services, LP
(1) City of Copp~ll Building Dept.
(1) Potter Conct~
SUmed: 3:15am Finished: 2:30pm
(1) Pachaco Koch Consulting Enginee~
(1) Engineering Analyst
(1) City of Coppcll Engincering I)cpt
108335 3830 Unbonded Cap
Unbonded Cap
Unbonded Cap
. ondcd Cap
CMT Operations Manager
LIMITATIONS: The te~t results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, e~c.) or any other feature of similar subject mal~er prov/ded by persons or conditions over which we have no con~rol. Our letters and
i~pom are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the walton approval of Rone Engineers, Ltd.
01DK Page I§ of 10
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
Aria: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176384
Project No.: · 037333
Date of Service: 05/07/2003
Report Date: 05/15/2003
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.
CONTRnCTOm Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLA~T: On site
SPECIFICATION REQUIREMENTS
Sn~ENGn~: 4000 psi ~ 28 Days
SLUMP (In): 6" iDaximum
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: 05/07/2003
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 7:05am BATCH ~: 6:54am
TEMPERATURE Or) - AIR 75 F ¢oNc~TE: 85 F
THroe No: 102 TIc~? No: 114659
Am CONTENT (%): NA mT W~iGrrr (~0: NA
OVERALL PLACEMENT LOCATION:
Slab at gridlines N-W at 11-13
SAMPLE LOCATION: Line N.4 at 12.9
REPORT {)lq' TEgTg
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARICED SLU3dP DATE AGE
SET NO. . (inches) TESTED (days)
1 I 4.0 05/14/2003 7
1 2 4.0 06/04/2003 28
1 '3 4.0 06/04/2003 28
1 4 4.0 07/02/2003 56
Water added at site: 5 gallons
MAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTUR~
Ob~. force) (psi) TYPE
112850 3990 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 reaponsibilily 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 conIrol. Our letters and
repons are for the exclusive use of the clients to whom they are addressed and shall no! be reproduced except in full without the vaitten approval of Roue Engineers, Ltd.
OIDK Page 1 of 9
ROneEn gineers
8908 Ambassador Row, D~lla~, 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,: 176384
Project No.: 037333
Date of Service: 05/07/2003
Report Date: 05/15/2003
Freeport 10
500 Freeport Parkway
Coppell, TX
Obta'm 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.
PROJECT DATA
CONTRACTOR: Duke Realty Services, LP
CONCRET~ SUPPLIER: Potter
PLAint: On site
SPECIFICATION REQtUREME~rrs
STRENGTm 4000 psi ~ 28 Days
SLt~.P (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 I)ESIGN I.D.: 9349
PLAC~ME~rr DATE: 05/07/2003
W'gATHER CONmTIONS: Cloudy
T~ S~D: 7:50~ BATCH ~: 7:41~
TEMPEred-Am 76 v co~c~: 85
ZaUCKNO: 104 ~C~X ~O: 114669
~R CO~ (%): NA ~T ~IGHT ~0: NA
O~LL P~ LOCA~ON:
Slab at ~ N-W at 11-13
SAMPLE LOCATION: Line P.2 at 12.7
REPORT 01~ TE,qT,q
Concrete Compressive Cylind~ 6" x 12" (area 28.27 sq. in.)
CYLII~DER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. . (inches) TESTED (days) 0b~.'forcO (psi) TYPE
2 1 4.5 05/14/2003 7 113075 4000 Unbonded Cap
2 2 4.5 06/04/2003 28 Unbonded Cap
2 3 4.5 06/04/2003 28 Unbonded Cap
2 4 4.5 07/02/2003 56 Unbonded Cap
LIMITATIONS: The test remits presented herein wer~ 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 lette,a 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 2 of 9
gingers
8908 Ambassador Row, Dallas, TX 7S247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 6309745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
ACm: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176384
Project No.: 037333
Date of Service: 05/07/2003
RePOrt Date: 05/15/2003
Freeport 10
500 Freeport Parkway
Coppcll, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, east 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 SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRE~CITa: 4000 psi ~ 28 Days
SLUMP (in): 6" maximum
AIR (%):
TEST METHOD:
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTlVl C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
M~X DrSlGN I.D.: 9349
PLACEM][lVr DATE: 05/07/2003
W~ATHER CONDITIONS: Cloudy
TIME SAM?LED: 8:40am BATCH TIM~: 8:26am
TI~-M?~RATtat~(~)-AIR 74 r CONCRETE: 83
~muci~No: 106 TIC~C~T r~O: 114679
AIa COmmiT (%): NA UP'IT w~maT (pc0: NA
O~L F~CE~ L~ATION:
Slab at ~in~ N-W at 11-13
SAMPLE LOCATION: Line Q.3 at 11.6
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED bIAXIMUM COIVIPRESSIVE
MARKED SLUMI' DATE AGE LOAD STRENGTH FRACTURE
SET NO. . 0riches) TESTED (days) Obs. force) (psi) TYPE
3 1 3.75 05/14/2003 7 124270 4390 Unbonded Cap
3 2 3.75 06/04/2003 28 Unbonded Cap
3 3 3.75 .06/04/2003 28 Unbonded Cap
3 4 3.75 07/02/2003 56 Unbonded Cap
Water added at site: 5 gallons
LIMITATIONS: The test results presented he,'in 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 feam~ of similar subject matra' pwvided by persons or conditions over which we have no control. Our l~tters and
repons are fi~r the exclusive use of the clients to whom they are addressed and shall not be ~producexi except in full without the written approval of Rone Engineers, Ltd.
01DK Page 3 of 9
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 COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176384
Project No.: 037333
Date of Service: 05/07/2003
Report Date: 05/I 5/2003
Freeport I 0
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
cowraAcrom Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi (~ 28 Days
SLUMP (in): 6*' max~-llum
Am (o/.):
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: 05/07/2003
WEATHER CONDITIONS: Cloudy
TIME SAblPLED: 9:20am BATCH TIM~: 9:1 lam
TEMPmO, rVRE ~-Am 77 · co~c~TE: 85
r~vci~ No: 106 TIGHT NO: 114689
~ua cowrEwr (%): NA V~IT WEIGHT (per): NA
OVERALL PLACEMENT LOCATION:
Slab at gridlines N-W at 11-13
SAMPLE LOCATION: Line 1L2 at 12.8
REPORT 01~ TE,~TS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER M~ASURED MAXIMUM COMPRESSIVE
MARKED SLUMI' DATE AGE LOAD STRENGTH FRACTURE
SET NO. ' 0nche~) TESTED (days) 0b~. force) (lnl) TYPE
4 1 4.25 05/14/2003 7 111120 3930 Unbonded Cap
4 2 4.25 06/04/2003 28 Unbonded Cap
4 3 4.25 06/04/2003 28 Unbonded Cap
4 4 4.25 07/02/2003 56 Unbonded Cap
Water added at site: 5 gallons
LIMITATIONS: The test r~ul~ 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 thc exclusive nsc of the chents to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01DK Page 4 of 9
: RoneEngineers:
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Driw, 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
At~: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176384
Project No.: 037333
Date of Service: 05/07/2003
Report Date: 05/15/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement 16cations, 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: Porter
PLA~r: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP (in): 6" maxirllRli1
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: 05/07/2003
Vt'EATH~R CONDITIONS: Cloudy
TIMESAMPL~O: 10:05am BATCHTIME: 9:55am
TEM~ERATt~0%~UR 87 V CONC~T~: 83
T~VC-X NO: 106 X~C~X ~O: 114699
~R ~ (%): NA ~T ~[c~ ~0: NA
O~L P~CEME~ ~ATION:
Slab at ~dlln~ N-W at 11-13
SAMPLE LOCATION: Line S. l at 12.7
REPORT 01~ TE~gT,g
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARleD SLUM~ DATE AGE LOAD STRENGTH FRACTURE
SET NO. . (inches) TESTED (days) (lbs. force) (psi) TYPE
5 1 4.25 05/14/2003. 7 103235 3650 Unbonded Cap
5 2 4.25 06/04/2003 28 Unbonded Cap
5 3 4.25 06/04/2003 28 Unbonded Cap
5 4 4.25 07/02/2003 56 Unbonded Cap
LllVIITATIONS: The test results presented herein were ptepav~ based upon the specific samples provided for testing. We assume no responsib/lity for variation in quali~
(compos/tion, appearance, performance, etc.) or any other f~ature of similar subject matter provided by persons or conditions ova' which we have no control. Our letters and
~ports are for the cxclusivc use of thc clients to whom they are addressed and shall notha ~produced except in full without the written approval of Rone Engineers, Ltd.
01DK Page 5 of 9
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 COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
At~: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176384
Project No.: 037333
Date of Service: 05/07/2003
Report Date: 05/15/2003
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh conc~te at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for outing and t~sting in accordance with applicable standards.
CONTP. ACTOH: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECI~CATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLVMP (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
MIX DESIGN I.D.: 9349
PLACE~IENT DATE: 05/07/2003
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: ll:10am BATCHTIME: 10:59am
TEMPERATURE (F) - AIR 90 F CONCP~: 85 F
TRVC~:NO: lO1 TICm~T NO: 114709
Am CONTENT (%): NA t~X WEIGHT (PO0: NA
OVERALL PLACEMENT LOCATION:
Slab at gfidlines N-W at 11-13
SAMI'LE LOCATION: Line T.4 ut 11.8
REPORT OF TE,qT~
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUbIP DATE AGE LOAD STRENGTH FRACTURE
SET NO; . (inches) TESTED (days) Obs. force) (psi) TYPE
6 1 4.5 05/14/2003 7 103020 3640 Unbonded Cap
6 2 4.5 06/04/2003 28 Unbonded Cap
6 3 4.5 06/04/2003 28 Unbonded Cap
6 4 4.5 07/02/2003 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 prov/ded by persons or conditions over which we have no conlrol. Our letters and
reports are for thc exclusive use oftha clients to whom they are addressed and shall not ha reproduced except in full without thc written approval of Rone Eng/neers, Ltd.
01DK Page 6 of 9
R ineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Dr~ve, 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
-ACm: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176384
Project No.: 037333
Date of Service: 05/07/2003
Report Date: 05/15/2003
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
CONTI~ACrOm Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLkWr: On site
SPECIFICATION REQUIREMENTS
srRENGrm 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 I~0.: 9349
PLACEMENT DATE: 05/07/2003
WEATHER CONDITIONS: Partly cloudy
TIMESAMeLZD: 12:00pm BATCHTIME: ll:50am
TEMPERATURE (F) - AIR 92 ~ CONCRETE: 86
TmJCKNO: 101 TIC~a~T NO: 114720
Am CONT~.NT (%): NA UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Slab at gfidlines N-W at 11-13
SAMPLE LOCATION: Line U.1 at 12.9
REPORT OF TE~qT~
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUM~ DATE AGE LOAD STRENGTH FRACTURE
SET NO. . (inches) TESTED (days) Obs. force) (ps0 TYPE
7 1 4.75 05/14/2003 7 113715 4020 Unbonded Cap
7 2 4.75 06/04/2003 28 Unbonded Cap
7 3 4.75 06/04/2003 28 Unbonded Cap
7 4 4.75 07/02/2003 56 Unbonded Cap
Water added at site: 5 gallons
LIlvflTATIONS: The test results presented herein were prepared based upon the specific samples provided for te~ng. We assume no r~ponsibility 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
repom are for the exclusive use of the clients to whom they are add~"osed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01DK Page 7 of 9
R.oneEn g,neers
8908 Ambassador Row, Dallas, TX 75247
2696 Grnvei Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (:214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Seryices:
Duke Realty Services, LP
Attm Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176384
Project No.: 037333
Date of Service: 05/07/2003
Report Date: 05/15/2003
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: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
SrP,~.NGTH: 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
MIX DESIGN I.D.: 9349
PLACEMENT DATE: 05/07/2003
WEATHER CONDITIONS: Partly cloudy
TI~SAMI'L~D: l:00pm BATCHTIME: 12:47pm
TEMPERATURE (F) - AIR 92 v CONCRETE: 86 l~
TRt~CK NO: 113 TICKET NO: 114731
Am CONTENT (%): NA UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Slab at gfidlinea N-W at 11-13
SAMPLE LOCATION: Line V.2 at 12.7
REPORT 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 FRACTURE
gET NO. · Ouches). TESTED (days) Obs. force) (psi) TYPE
8 1 4.0 05/14/2003 7 107815 3810 · Unbonded Cap
8 2 4.0 06/04/2003 28 Unbonded Cap
8 3 4.0 06/04/2003 28 Unbonded Cap
8 4 4.0 07/02/2003 56 Unbonded Cap .
Water added at site: 15 gallons
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for te~ting. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or cofiditions over which we have no control. Our letters end
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.
01DK Page 8 of 9
ROneEngineers
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
Arm: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176384
Project No.: 037333
Date of Service: 05/07/2003
Report Date: 05/15/2003
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.
CO~'.AC?OR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
Sn~NCTa: 4000 psi @ 28 Days
SLC~r 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: 05/07/2003
W~ATRERCO~a~[TIONS: Partly cloudy
TIM~SAM~LED: 2:lOpm BATCHT~: 1:5~m
~MPE~ ~ - ~ 94 F CONC~TE: g~ F
~uc~ ~o: 101 ~c~x ~o: 114741
~R co~TE~ (%): NA ~x ~IG~ ~0: NA
O~L PLACE~NT L~ATION:
S~b at ~dl~ N-W at 11-13
SAMPLE LOCATION: Line W.I at 11.5
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER M~ASURED
MARKED SLUMP
SET NO. . {inches)
9 1 4.75
9 2 4.75
9 3 4.75
9 4 4.75
MAXIMUM
DATE AGE LOAD
TESTED (days) (lb~. force)
05/14/2003 7
06/04/2003 28
06/04/2003 28
07/02/2003 56
Water added at site: 5 gallons
106245
Teelmiclan: Jeremy Watts
Rapor~ Distribution:
(I) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City ofCoppcll Buildins Dept.
(l) Potter Concrete
Stsrted: 6:00am Finished: 3:30pm
(1) Pacheco Koch Consulting Engineem
( 1 ) Engine~wins Analyst
(1) City of Cop~.ll Engineering l~pt.
COMPRESSIVE
STRENGTH FRACTURE
(o~) TYPE
3760 UnbondedCap
Unbonded Cap
Unboaded Cap
Unbonded Cap
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test results presented heroin were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
~ports are for the exclusive use of the clients to whom they am addressed and shall not be reproduced except in full without the written approval of Rons Englneem, Ltd.
01DK Page 9 of 9
ROneE'ngineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76110
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE.STRENGTH TEST
Client:
Duke Realty Services, LP
Arm: Mr. leffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176276
Project No.: 037333
Date of Service: 05/06/2003
Report Date: 05/15/2003
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~croR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLAX: On site
SPECIFICATION REQUIREMENTS
ST~NGTm 4000 psi ~ 28 Days
x SLUMP 0n): 5" ' 7"
Am (%): NA
TEST METHOD: ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM
MIX DESIGN I.D.: 9361
rLACEMENT DATE: 05/06/2003
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: l:33pm 8ATCaTnVm: l:24pm
TEM~E~.aTUIIEO~)-aIa 87 F CONCRETE: 88 F
TRUCK NO: 115 TlC~T NO: 114644
AIR COWrENT (%): NA tU~aT w~larrr (pc0: NA
OVERALL PLACEMENT LOCATION:
Please refer to report #176275 for column lines to all the piers drilled today
SAMPLE LOCATION: Lines JJ-14, KK-14, LL-14 and
MM-14
C-39 REPORT OF
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 5.25 05/13/2003
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTUIi.E
(days) Obs. force) (psi) TYPE
7 117535
4160 Unbonded Cap
1 2 5.25 06/03/2003
1 3 5.25 06/03/2003
28
28
Unbonded Cap
Unbonded Cap
1 4 5.25 07/01/2003
See report %176275 for technician time.
56
Technician: Rick Smith
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppeli Building Dept.
(1) Pott~ Concrete
Started: Finished:
(1) Pacheco Koch Consulting Engineers
( 1 ) Engineering Analyst
(1) City of Coppoll Engineering Dept.
Unbonded Cap
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test results presented he~in were prepared based upon the specific samples provided for testing. We asmme 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 usc of tho clients to whom they arc addressed and shall not be reproduced except in full without the written approval of Rone Engineem, Ltd.
01DK Page 1 of 1
RoneEn
: : ·
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 1~0, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 174858
Project No.: 037333
Date of Service: 04/14/2003
Report Date: 05/15/2003
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
r~.~rr: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP {in): 3** - 5*'
AIR (%):
TEST METHOD:
NA
ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTIVl C-1064
ASTM C-138
ASTM C-39
M~X DESIGN I~).: 9349
PLACEMENT DATE: 04/14/2003
WEATHER CONDITIONS: SRRlly
TIME SAMPLED: 3:27pm BATCHTIME: 3:09pm
TEMPERATURE (F) - AIR 82 F CONCRETE: 79 F
r~ucx No: 109 TIC,mT NO: 113610
AIR cosrENT (%): NA trsIT wmcxrr ~0: NA
OVERALL PLACEMENT LOCATION:
Elevator pit, bottom slab, Line B to C, 2.5 - 3
SAMPLE LOCATION: Same as above
REPORT ('}1~ TF,~T,q
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP
SET NO. . (inches)
DATE AGE LOAD
TESTED (days) (lbs. force)
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYP~,
1 1 4.00
1 2 4.00
1 3 4.00
1 4 4.00
Technician: Arty Nickonov
Report Distribution:
(1) Duke Rralty Sarvicea, LP
(1) Duke R~tlty Servic,~, LP
(I) City of Coppell Building Dept.
(1) Potter Concrete
04/21/2003 7 ! 13590
05/12/2003 28 146415
05/12/2003 · 28 158030
Average
06/09/2003 56
Started: 3:15pm Finished: 4:30pm
(1) Pacheeo Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Engineering
4020 Unbonded Cap
5180 Unbonded Cap
5590 Unbonded Cap
5390
Unbonded Cap
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test resulls presented herein were p~pared based upon the specific samples provided for testing. Wc 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 arc addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01DK Page 1 of I
RoneEn, ,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
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
Atto: Mr. SeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 174822
Project No.: 037333
Date of Service: 04/14/2003
Report Date: 05/15/2003
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~ACTOm Duke Realty Services, LP
CONCRETE SUPPLIER: Potter Concrete
PLANT: On site '
SrECIVICA~ON m~Qtam~wrs
STRENGTH: 4000 psi ~ 28 Days
SLUMP On): 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.: 9361
PLACEMENT DATE: 04/14/2003
WEATItER CONDITIONS: SurLlly
TIME SAMPLED: ll:28am BATCHTIME: ll:02am
TEMPERATURE (17). AIR 75 v coNc~x~: 76 F
TaUCKNO: 109 TICKr~T NO: 113604
AIa coNTEwr (%): NA UNIT W~lG~rr (pc0: NA
OVERALL PLACEMENT LOCATION:
Please refer to report #174821 for ¢olunm lines to all pie~s drilled today
SAMPLE LOCATION: Lines B-5.5, A-6.3 and 3..3 - 5.5
REPORT OF TE~T~
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER
MARKED
MEASURED
SLUMP
NO. . (inches)
1 5.00
2 5.00
3 5.00
MAXIMUM COMPRESSIV~
DATE AGE lOAD STRENGTH FRACTURE
TESTED (days) (lbs. force) (psi) TYPE
04/21/2003 7 127420 4510 Unbonded Cap
05/12/2003 28 157730 5580 Unbonded Cap
05/12/2003 28 153190 5420 Unbonded Cap
Average 5500
1 4 5.00 06/09/2003
See report #174821 for technician time.
56
Technician: Rick Sl~th
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Building Dept.
(t) Potter Concrete
Started:
· Finished:
(1) Pacheco Koch Consulting Engineers
(I) Engineering Analyst
(1) City of Coppell Engineering Dept.
Unbonded Cap
IC Scott Watson
CMT Operations Manager
LIMITATIONS: The test results pre~nted herein were prepared based upon the specific samples pmvidod for testing. We ~ssume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports am for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Enginecm, Ltd.
01DK Page I of 1
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:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 174913
Project No.: 037333
Date of Service: 04/15/2003
Report Date: 05/15/2003
Project:
Services:
Freeport I0
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 laboratory for curing and testing in accordance with applicable standards.
co~rrRAcroa: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter Concrete
rt.A~r: On site
SPECIFICATION REQUIREMENTS
STI~NGTH: 4000 psi ~ 28 Days
SLUMP 0a): 3" - 5"
MR (%): NA
TEST ~mTHOD: 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.i 9349
PLACEMENT DATE: 04/15/2003
WEATHER CoNDmONS: Cloudy
TIME SAMPLED: 4:20am BATCHTIME: 4:01am
TEMPERATURE (~) - Am 64 P CONCRETE: 71 V
X~UCK NO: 102 X~C~ZT NO: 113611
tar co~rrE~rr (%): NA t~IT W~IG~r C~e0: NA
OVERALL PLACEMENT LOCATION:
Slab on grade - area #2, grid liner M-F at 3 to 5
SAMPLE LOCATION: Line M.3 at 3.2
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. 0nches) TESTED (days) Obs. force) (psi) TYPE
1 1 4.25 04/22/2003 7 126945 4490 Unbondcd Cap
1 2 4.25 05/13/2003 28 155550 5500 Unbonded Cap
1 3 4.25 05/13/2003 28 153410 5430 Unbonded Cap
Average 5470
1 4 4.25 06/10/2003 56 Unbonded Cap
LRvI1TATIONS: 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 addrassed and shall not be reproduced except in foll without the written approval of Rone Engineers, Ltd.
01DK Page 1 of 7
RoneEng 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
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. SeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 174913
Project No.: 037333
Date of Service: 04/15/2003
Report Date: 05/15/2003
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
CONTRACTOm Duke Realty Services, LP
CONCRETE SUPPLIER: Potter Concrete
PLANT: On site
SPECnnC~,TION REQtam~ME~crs
STm~NGTH: 4000 psi ~ 28 Days
SLUMP (in): 3" - 5"
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: 04/15/2003
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 5:15anl BATCH TIME: 5:04am
~MPE~TU~Og-Am 66 F CONCRETE: 72 F
· auc~< No: 102 TIC~T NO: 113621
Am CO~rl~NT (%): NA V~T w~ia~rr (p~0: NA
OVERALL PLACEMENT LOCATION:
Slab on grade - area//2, grid fines M-F at 3 to 5
SAMPLE LOCATION: Line L.4 at 3.1
REPORT OFt 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) (psi) TYPE
2 1 4.00 04/22/2003 7 131515 4650 unbonded Cap
2 2 4.00 05/13/2003 28 162105 5730 Unbonded Cap
2 3 4.00 05/13/2003 28 162615 5750 Unbonded Cap
Average 5740
2 4 4.00 06/10/2003
Water added at site: 10 gallons
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 pmvlded by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they am addressed and shall not be repwduced except in full without the written approval of Rone Engineers, Ltd.
01DK Page 2 of 7
RoneEn g,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
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 174913
Project No.: 037333
Date of Service: 04/15/2003
Report Date: 05/15/2003
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: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter Concrete
PLANT: On site
SPECImCA~ON n~.QtaREsm~rrs
STRENCTIt: 4000 psi ~ 28 Days
SLUMP On): 3" - 5"
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
PLACEM~rr DATI~: 04/15/2003
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 6:15am BATCH TIME: 6:03am
TEMPERATURE (F) - AIR 68 F CONCRETE: 70
~aVCKI~O: 102 TICm~TNO: 113631
,Ua co~rrEt*r (%): NA UNITWEIGHT ~0: NA
OVERALL PLACEMENT LOCATION:
Slab on grade - area #2, grid lines M-F at 3 to 5
SAMPLE LOCATION: Line K.8 at 3.6
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH InI~.ACTURE
SET NO. , (inches) TESTED (days) 0bL force) (p~i) TYPE
3 1 4.50 04/22/2003 7 124910 4420 UnbondedCap
3 2 4.50 05/13/2003 28 154845 5480 Unbonded Cap
3 3 4.50 05/13/2003 28 150950 5340 Unbonded Cap
Average 5410
3 4 4.50 06/10/2003 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, em.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
rrports are for the exclusive use of thc clients to whom they are addressed and shall not be reproduced except in full without the vaitten approval of Roue Engineers, Ltd.
01DK Page 3 of 7
RoneEng n:eers
8908 Ambassador Row, Dallas, TX 75247
2696 Grnvel 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
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 174913
Project No.: 037333
Date of Service: 04/15/2003
Report Date: 05/15/2003
Freeport 10
500 Freeport Parkway
Coppeil, TX
Obtain samples of fi'esh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
CO~CrOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter Concrete
PtANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000-psi ~ 28 Days
SLUMP On): 3" - 5"
Am (%):
TEST METHOD:
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-I064
ASTM C-138
ASTM C-39
PROJECT DATA
MIX DESIGN I.D.: 9349
PLACEMENT DATE: 04/15/2003
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 8.'00alll BATCH ~: 6:58am
TEMPERATURE (F) - AIR 68 F coNcRE~: 72
TRUCKNO: 102 TIC~T NO: 113641
nm coyr~yr (%): NA t~IT WEIGHT (pcO: NA
OVERALL PLACEMENT LOCATION:
Slab on grade - area #2, grid lines M-F at 3 to 5
SAMPLE LOCATION: Line IC2 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 (days) (lbs. force) (psi) TYPE
4 1 4.00 04/22/2003 7 126620 4480 UnbOnded Cap
4 2 4.00 05/13/2003 28 155295 5490 Unbonded Cap
4 3 4.00 05/13/2003 28 156070 5520 Unbonded Cap
Average 5510
4 4 4.00 06/10/2003 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 conirol. 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 4 of 7
ROneEng neers
8908 Ambassador Row, DaHes, 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
Atto: Mr. SeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 174913
Project No.: 037333
Date of Service: 04/15/2003
Report Date: 05/15/2003
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.
comm~,cTom ~ Duke Realty Services, LP
CONCRETE SUPPLIER: Potter Concrete
P~.ANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP (in): 3" - 5"
Am (%):
TEST METHOD:
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-i064
ASTM C-138
ASTM C-39
PROJECT DATA
MIX DESIGN I.D.: 9349
PLACEMENT DATE: 04/15/2003
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 9; 15ai~1 BATCH TIME: 9.'00art
~MpE~t~-ta~(v)-Am 75 F coNcHETE: 71 v
~uc~cNo: 116 TICRET NO: 113651
gig CONTENT (%): NA UNIT w~Iah~r (pc0: NA
OVERALL PLACEMENT LOCATION:
Slab on grade - area g'2, grid line~ M-F at 3 to 5
SAMPLE LOCATION: Line J.4 at 3.8
REPORT OF TEST~q
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIbIUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) Obs. force) (p~i) TYPE
5 1 5.50 04/22/2003 7 111380 3940 Unbonded Cap
5 2 5.50 05/13/2003 28 141375 5000 Unbonded Cap
5 3 5.50 05/13/2003 28 140540 4970 Unbonded Cap
Average 4990
5 4 5.50 06/10/2003
Water added at site: 10 gallons
56 UnbondedCap
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for tenting. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matt~ provided by persons or conditions over which we have no eontxol. Our letters and
reports are for the exclusive use oftbe clients 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 7
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
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
At'm: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 174913
Project No.: 037333
Date of Service: 04/15/2003
Report Date: 05/15/2003
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 laborstory for curing and testing in accordance with applicable standards.
PROJECT DATA
cOWrRACTOm Duke Realty Services, LP
CONCRETE SUPPLIER: Potter Concrete
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP (in): 3" - 5"
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
· M~X DESIGN I.~.: 9349
PLACEMENT DATE: 04/15/2003
WEATHER CONDITIONS: Cloudy
T~MESAMrL~D: 10:15am ~ATCHT~M~: 9:51am
TEMPERATURE (F) - AIR 77 V CONC~T~: 71
TaVCIC NO: 106 T~CI~T NO: 113661
AIR CONTENT (%): NA v~? W~IGHT (P~0: NA
OVERALL PLACEMENT LOCATION:
Slab on grade - area #2, grid lines M-F at 3 to 5
SAMPLE LOCATION: Line H.2 at 3.4
REPORT Ol~ TEST,~
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER
MARKED
SET NO.
6 1 4.75
6 2 4.75
6 3 4.75
MEASURED MAXIMUM
SLU1VIP DATE AGE LOAD
(inches) TESTED (days) Obs. force)
04/22/2003 7
05/13/2003 28
05/13/2003 28
6 4 4.75 06/10/2003
Water added at site: 10 gallons
COMPRESSIVE
STRENGTH FRACTURE
(psi) TY~E
115915 4100 Unbonded Cap
144235 5100 Unbonded Cap
146615 5180 Unbonded Cap
Average 5140
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, pexformance, etc.) or any othe~r feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports arc 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 6 of 7
RoneEng 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
CHent:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 174913
Project No.: 037333
Date of Service: 04/15/2003
Report Date: 05/15/2003
Freeport 10
500 Freeport Parkway
Coppell~ TX
Obtain samples of fresh conc~te 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.
CON~aAcroR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter Concrete
P~NT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP (in): 3" - 5"
Am (%):
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
r~,ACEME~rr DATE: 04/15/2003
W~ATI~R CONDITIONS: Cloudy
TIME SAMPLED: ll:45am BAT~: 11:32~
TEMPE~T~-~ 74 v CONC~: 71
xauc~ ~o: 106 TIC~T no: 113673
~ co~x (%): NA ~X ~m~ ~c0: NA
O~L P~CE~ LOCA~ON:
SI~ on ~e- ~ ~, ~d 1~ M-F at 3 m 5
SAMPLE LOCATION: Line G.9 at 3.9
REPORT O1~ TE,~TS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER
MARKED
SET NO.
7 1 4.25
7 2 4.25
7 3 4.25
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
· (inches) TESTED (days) Obi- force)
7 4 4.25
Technician: Jeremy Watts
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Smwio~, LP
(1) City of Coppell Building
(1) Peter Concrete
COMPRESSIVE
STRENGTH FRACTURE
(pll) TYPE
04/22/2003
05/13/2003
05/13/2003
7 127250
28 156605
28 154070
Average
06/10/2003 56
Started: 3:15arn Finished: l:15pm
(1) ?acheco Koch Consulting Enginee~
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
4500 Unbonded Cap
5540 Unbonded Cap
5450 UnbondedCap
5500
Unbonded Cap
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The lest results presented herein were prepared based upon the specific samples pmvlded fi~r testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use oftba clients to whom they am addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01DK Page 7 of 7