Freeport NIP(8.0)-LR041122il ers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, StP. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Stp 360
Dallas TX 75254
Report No.: 220837
Project No.: 049245
Date of Service: 10/18/2004
Report Date: 11/22/2004
Project: Freeport XI & XII
Coppell, Texas
Services: 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.
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
pLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
6" maximum
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
PROJECT DATA
MIX DESIGN I.D.: 7752
PLACEMENT DALE: 10/18/2004
WEATHER CONDITIONS: Clear
TIME SAMPLED: 3:30am BATCH TIME: 3:05am
TEMPERATURE (F)- AIR 76 F CONCRETE: 85 F
TRUCK NO: 1015 TICKET NO: 656137
AIR CONTENT (%): 4.8 UNITWEIGItT(pcD: NA
OVERALL PLACEMENT LOCATION:
Paving, west property line, Building gridlines 1 - 3
MEASURED
SLUMP
(inches)
5.00
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Line 1.2
MAXIMUM COMPRESSIVE
CYLINDER FRACTURE
MARKED DATE AGE DL~.METER AREA LOAD STRENGTH
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
1 1 10/25/2004 7 6.00 28.26 112850 3990 Unbonded Cap
I 2 11/15/2004 28 6.00 28.26 133140 4710 Unbonded Cap
1 3 11/15/2004 28 6.00 28.26 132840 4700 Unbonded Cap
Average 4710
1 4 Hold
Wa~er added at site: 5 gallons
LIMITATIONS: The test results presented herein were prepared based upon the specific s~aples provided for tesang We assume no responsibility for variation ~n quality
(composition, appearance, performance, ere ) or any other feature of similar subject maaer 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.
n~ Page I of 2
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:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Report No.: 220837
Project No.: 049245
Date of Service: 10/18/2004
Report Date: 11/22/2004
Project: Freeport XI & XII
Coppell, Texas
Services: 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.
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
pLAdNT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
6" maximum
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
PROJECT DATA
MEASURED
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 10/18/2004
WEATHER CONDITIONS: Clear
TIME SAMPLED: 4:30am BATCHTIME: NA
TEMPERATURE (F) - AIR 76 F CONCRETE: 85 F
TRUCK NO: 1015 TICKET NO: 656147
AIR CONTENT (%): 4.1 UNITWEIGHT(pc0: NA
OVERALL PLACEMENT LOCATION:
Paving, west property line, Building ~idlines 1 - 3
SLUMP
(inches)
4.50
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Line 2.4
CYLINDER
MARKED DATE AGE D1AMETER
SET NO. TESTED (days) (inches)
2 l 10/25/2004 7 6.00
2 2 11 / 15/2004 28 6.00
2 3 11 / 15/2004 28 6.00
MAXIMUM COMPRESSIVE
AREA LOAD STRENGTH FRACTURE
(sq.in.) (lbs. force) (psi) TYPE
28.26 112420 3980 Unbonded Cap
28.26 131010 4630 Unbonded Cap
28.26 117740 4160 UnbondedCap
Average 4400
2 4 Hold
Water added at site:
Technician: Scott Mitchell
Report Distribution:
(1) Duke Realty Services, LP
(1) Extranet
(1) City of Coppell
(1) City of Coppell
5 gallons
Started:
Finished:
K. Scott Watson, AET
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific smmples provided for testing. We ~ssume no responsibility for variation in quality
(composition. appearance, performance, etc) or an), other feature of similar subject matter provided by persons or conditions over which we have no cont*ol. Our letters and
reports ase for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in f~II without the written approval of Rone Engineers, Ltd.
01SS Page 2 of 2
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:
Duke Realty Services, LP
Mr. Brian SU'aley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freepor~ XI & XII
Coppell, Texas
Services:
Report No.: 221162
Project No.: 049245
Date of Service: 10/21/2004
Report Date: 11/22/2004
Obtain samples of flesh concrete at the placement locations, perform required field testing, cast compressive s~'ength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
MEASURED
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUrREMENTS
4000 psi ~ 28 Days
3"- 5"
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
exoept 9 I 2
MIX DESIGN I.D.: 9349 SLUM~
PLACEMENT DATE: 10/21/2004 (inches)
WEATHER CONmTIONS: Partly cloudy 5.50
TIME SAMPLED: 3:10am BATCHT1ME: 2:41am
TEMPERATURE (F) - AIR 74 v CONCRETE: 82 F
~'RUCK NO: 1097 TICm~T NO: 656357
AIR CONTENT (%): NA UNITWEIGItT(pcl): NA
OVERALL PLACEMENT LOCATION:
Tilt wall panels, Freeport XI panel #1-23, Freeport 33I Panels g32, 33, 35, 36, 37, 39, 9
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Panel #1, top section
MAXIMUM COMPRESSIVE
CYLINDER
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
1 1 10/28/2004 7 6.00 28.26 118050 4170 Unbonded Cap
1 2 11 / 18/2004 28 6.00 28.26 149710 5290 Unbonded Cap
1 3 11/18/2004 28 6.00 28.26 144670 5120 Unbonded Cap
Average 5210
1 4 Hold
Water added at site: 5 gallons
LllvlITATIONS: The test results presented herein were prepaxed b~sed upon the specific samples provided for testing We ~sume 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 leners 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 wriaen approval of Rone Engineers, Ltd.
01~ Page 1 of 7
Re
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: Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Report No.: 221162
Project No.: 049245
Date of Service: 10/21/2004
Report Date: 11/22/2004
Project:
Services:
Freeport XI & XII
Coppell, Texas
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.
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
3" - 5"
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-1231
ASTM C-39
ex~ptgl2
PROJECT DATA
M~x RESIGN I.D.: 9349
PLACEMENT DATE: 1 0/2 1/2004
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 4:lSam BATCHT1ME: 3:45am
TEMPERATErRE (F) - AIR 75 F CONCRETE: 84 F
TRUCK NO: 648 TICKET NO: 656366
AIR CONTENT (%): NA UN1TWEIGHT(pcf): NA
MEASURED
SLUMP
(inches)
5.00
OVERALL PLACEMENT LOCATION:
Tilt wall panels, Freeport X1 panel # 1-23, Freeport X/I Panels #32, 33.35, 36, 37, 39, 9
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Tilt panel #5, bottom section
MAXIMUM COMPRESSIVE
CYLLNDER STRENGTH Fi~CTURE
MARKED DATE AGE DIAMETER AREA LOAD
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
2 1 10/28/2004 7 6.00 28.26 123200 4360 Unbonded Cap
2 2 11/18/2004 28 6.00 28.26 151110 5340 Unbonded Cap
2 3 11/18/2004 28 6.00 28.26 153320 5420 Unbonded Cap
Average 5380
2 4 Hold
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 feature of similar subJeCt matter provided by persons or conditions over which we have no control. Our leaers a~d
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.
~q Page 2 of 7
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:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport XI & XII
Coppell, Texas
Services:
Report No.: 221162
Project No.: 049245
Date of Service: 10/21/2004
Report Date: 11/22/2004
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
MEASURED
STRENGTH:
SLUNIP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
pLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
3"-5"
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
M1X DESIGN I.D.: 9349 SLUMP
PLACEMENT DATE: 10/21/2004 (inches)
WEATHER CONDITIONS: Partly cloudy 5.00
TIME SAMPLED: 5;15am BATCHTIME: 4;05am
TEMPERATURE (F)-AIR 76 g CONCRETE: 84 F
TRUCK NO: 1015 TICKET NO: 656376
AIR CONTENT (%): NA UNITWEIGHT(pcf): NA
OVERALL PLACEMENT LOCATION:
Till wall panels, Freeport X1 Panel #1-23, Freeport XII panels #32, 33, 35, 36, 37, 39, 9
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
panel #10, top section
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTIPRE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
3 1 10/28/2004 7 6.00 28.26 124490 4400 Unbonded Cap
3 2 11/18/2004 28 6.00 28.26 161670 5720 Unbonded Cap
3 3 11/18/2004 28 6.00 28.26 155530 5500 Unbonded Cap
Average 5610
3 4 Hold
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 feature of similar subject mat[er 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 mad shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01SS Page 3 of 7
RoneEn ineers
Client:
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
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Report No.: 221162
Project No.: 049245
Date of Service: 10/21/2004
Report Date: 11/22/2004
Project: Freeport XI & XII
Coppell, Texas
Services: 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.
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SITPPLIER: Southern Star
pL.adWF: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
3" - 5"
NA
ASTM C- 172
ASTM C-31
ASYM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
PROJECT DATA MEASURED
MIX DESIGN I.D.: 9349 SLUMP
PLACEMENT DATE: 10/21/2004 (inches)
WEATHER CONDITIONS: Partly cloudy 5.00
TIME SAMPLED: 6:10am BATCH TIME: 5:1 1 ~
TEMPERATURE (F)-AIR 75 F CONCRETE: 84 F
TRUCKNO: 1015 TIC~ET NO: 656386
AIR CONTENT (%): NA UNIT WEIGHT (pcl): NA
OVERALL PLACEMENT LOCATION:
Tilt wall panels, Freeport XI panel #1-23, Freeport Xll panels #32, 33, 35, 36, 37, 39, 9
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Panel # 14, mid-section
MAXIMUM COMPRESSIVE
CYLINDER FRACTURE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
4 I 10/28/2004 7 6.00 28.26 125860 4450 Unbonded Cap
4 2 11/18/2004 28 6.00 28.26 153570 5430 Unbonded Cap
4 3 11/18/2004 28 6.00 28.26 156340 5530 Unbonded Cap
Average 5480
4 4 Hold
Water added at site: 5 gallons
LIMITATIONS: The test results presented herein were prepared b~sed upon the specific samples provided for testing. We ~ssume no responsibility for variation in quality
r an ~ other feature of similar subject mailer provided by persons or conditions over which we have no control. Our letters and
(cum osition, appearance, performance, e~c) o 5 ,, · t.A ronr~dnced ex n ut the wr tten approval of Rune Engineers, Ltd.
reports are for the exclusive use of the chents to whom they are addressed and shm~ not u~ -~v .......... ce~t n full w~tho _
n~q Page 4 of 7
Ro ineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Stp. 150, Houston, TX 77040
Corporale Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
CLient:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Report No.: 221162
Project No.: 049245
Date of Service: 10/21/2004
Report Date: 11/22/2004
Project:
Services:
Freeport XI & XI1
Coppell, Texas
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.
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: SouthelTl Star
PLANT: 27
SPECIFICATION REQUmEMENTS
4000 psi ~ 28 Days
3"- 5"
NA
ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-1231
ASTM C-39
PROJECT DATA
MIX DES1GN I.D.: 9349
PLACEMENT DATE: 10/21/2004
WEATHER CONDITIONS:
TIME SAMPLED: 7:15am
TEMPERATURE (F) - AIR
TRUCK NO: 1097
AIR CONTENT (%): NA
Partly cloudy
BATCH TIME: 6:30am
75 F CONCRETE: 84 F
TICKET NO: 656396
UNIT WEIGHT (pc0: NA
MEASURED
SLUM~
(inches)
6.50
OVERALL PLACEMENT LOCATION:
Tilt wall panels, Freeport XI Panel # 1-23, Freeport Xll Panels #32, 33, 35, 36, 37, 39, 9
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Panel #19, top section
MAXIMUM COMPRESSIVE
CYLINDER LOAD STRENGTH FRACTURE
MARKED DATE AGE D1AMETER AREA
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
5 1 10/28/2004 7 6.00 28.26 108380 3830 Unbonded Cap
5 2 11/18/2004 28 6.00 28.26 133790 4730 Unbonded Cap
5 3 11/18/2004 28 6.00 28.26 134440 4750 Unbonded Cap
Average 4740
5 4 Hold
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 responsibilit~ 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 tbe 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.
Page 5 of 7
lineers
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
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Report No.: 221162
Project No.: 049245
Date of Service: 10/21/2004
Report Date: 11/22/2004
Project:
Services:
Freeport XI & XII
Coppell, Texas
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:
CONCRETE SUPPLIER:
PLANT:
Duke Construction
Southern Star
27
MEASURED
MIX DESIGN I.D.: 9349 SLUSh'
PLACEMENT DATE: 10/21/2004 (inches)
WEATHER CONDITIONS: Partly cloudy 6.00
TIME SAMPLED: 8:30am BATCHTINIE: 8:10am
SPECIFICATION REQUIREMENTS
STRESGTH: 4000 psi @ 28 Days
SLUSYP (in): 3" - 5"
AIR (%): NA
TEST METHOD: ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
TEMPERATURE (F)-Am 77 F CONCRETE: 85 F
TRUCK NO: 648 TICKET NO: 656409
AIR CONTENT (%): NA UNIT WEIGHT (pcf}: NA
OVERALL PLACEMENT LOCATION:
Tilt wall panels, Freeport 321 panel #1-23, Freeport XTi panels #32, 33, 35, 36, 37, 39, 9
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Panel #23, mid-section
I~AXIMUM COMPRESSIVE
CYLENDER LOAD STRENGTH FRACTURE
MARKED DATE AGE DIAMETER AREA
' SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
6 1 10/28/2004 7 6.00 28.26 107550 3800 Unbonded Cap
6 2 11/18/2004 28 6.00 28.26 140100 4950 Unbonded Cap
6 3 11/18/2004 28 6.00 28.26 139620 4940 Unbonded Cap
Average 4950
6 4 Hold
Water added at site: 5 gallons
LIMTPATIONS: 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
0 lsSreports 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
Page 6 of 7
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
Mr. Brian Straley
5495 Belt LLne Rd., Ste 360
Dallas TX 75254
Report No.: 221162
Project No.: 049245
Date of Service: 10/21/2004
Report Date: 11/22/2004
Project: Freeport XI & XII
Coppell, Texas
Services: 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.
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE S[~PLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
3"-5"
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
ex.pt912
PROJECT DATA
MEASURED
MIX DES1GN I.D.: 9349 SLUMP
PLACEMENT DATE: 10/21/2004 (inches)
WEATHER CONDITIONS: Overcast 4.50
TIME SAMPLED: 10:00am BATCHTIME: 9:30am
TEMPERATURE (F) ~ Am 77 F CONCRETE: 85 F
TRUC~:NO: 923 TlCKETNO: 656423
AIR CONTENT (%): NA UN1TWEIGHT(pc0: NA
OVERALL PLACEMENT LOCATION:
Tilt wall panels, Freeport XI panel # 1-23, Freeport XII Panels #32, 33, 35, 36, 37, 39, 9
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Panel #37, top section
CYLI/NDER
NLLRKED DATE AGE DIAMETER
SET NO. TESTED (days) (inches)
7 1 10/28/2004 7 6.00
7 2 1 1/l 8/2004 28 6.00
7 3 11/18/2004 28 6.00
MAXIMUM
AREA LOAD
(sq.in.) (lbs. furce)
28.26 128370
28.26 157060 5550
28.26 151490 5360
Average 5460
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
4540 Unbonded Cap
Unbonded Cap
Unbonded Cap
7 4 Hold
Technician: Nathan witherell
Report Distribution:
(1) Duke Realty Services, LP
(1) Extranet
(1) City of Coppell
(1) City of Coppell
Started: 2:30am
Finished: 1 l:30am
K. Scott Watson, AET
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibiliW 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 lc'acrs and
reports are for the exclusive use of the clients to whom they are addressed and sh~ll not be reproduced except in full without the written approval of Rone Engineers, Ltd
Page 7 of 7
ineers
8908 Ambassador Row, Dallas, TX 75247
9_696 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
Mr. Brian Slraley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Report No.: 220679
Project No.: 049245
Date of Service: 10/15/2004
Report Date: 11/22/2004
Project: Freeport XI & XI1
Coppel!, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples mad bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
STRENGTH:
SLUMP (in):
AIR (%):
I'EST METHOD:
2ONTRACTOR: Duke Construction
~ONCRETE SUPPLIER: Southerll Star
~LANT: 27
~PECIFICAT1ON REQUIREMENTS
4000 psi @ 28 Days
6" maximum
NA
ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
PROJECT DATA
MEASURED
Mm DESlGN i.D.: 9349
pLACEMENT DATE: 10/15/2004
WEATHER CONDITIONS: Clear
TIME SAMPLED: 4;00altl BATCH TIME: 2:58am
TEMPERATURE (F) - AIR 5 3 F CONCRETE: 73 v
TRUCK NO: 1015 T~CK~T NO: 701493
AIR CONTENT (%): NA UNIT WEIGHT (pet): NA
OVERALL PLACEMENT LOCATION:
Slab on grade, gridlines 8-15 at D-F
SLUMP
(inches)
5.00
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
8.8 at D.4
NLS. XIMUM COMPRESSIVE
CY3LINDER FRACTLqlE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
1 1 10/22/2004 7 6.00 28.26 113270 4010 Unbonded Cap
1 2 11/12/2004 28 6.00 28.26 149120 5270 Unbonded Cap
1 3 11/12/2004 28 6.00 28.26 152250 5380 Unbonded Cap
Average 5330
I 4 Hold
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 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.
0~SS Page I of 5
Roi
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:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport X1 & XII
Coppell, Texas
Services:
Report No.: 220679
Project No.: 049245
Date of Service: 10/15/2004
Report Date: 11/22/2004
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
MEASURED
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
pLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
6" maximum
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-1231
ASTM C-39
MIX DESIGN I.D.: 9349
PLACEMENT DATE: 10/15/2004
WEATHER CONDITIONS: Clear
TIME SAMPLED: 4:45am BATCHTIME: 4:01am
TEMPERATURE (F)- AIR 59 F CONCRETE: 79 V
TRUCK NO: 1020 TICKET NO: 701503
AIR CONTENT (%): NA UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Slab on grade, gridlines 8-15 at D-F
SAMPLE LOCATION:
REPORT OF TESTS
· ' 6'x 12"
Concrete Compresmve Cyl nder
9.3 at E.9
SLUMP
(inches)
6.00
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi)
2 1 10/22/2004 7 6.00 28.26 102260 3620
2 2 11/12/2004 28 6.00 28.26 148930 5270
2 3 11/12/2004 28 6.00 28.26 148010 5230
Average 5250
2 4 Hold
Water added at site:
5 gallons
FRACTURE
TYPE
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 responsibiliiy 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 leaers and
reports am for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
,qlSS Page 2 of 5
n 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:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport XI & XII
Coppell, Texas
Services:
Report No.: 220679
Project No.: 049245
Date of Service: 10/15/2004
Report Date: 11/22/2004
Obtain samples of flesh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
MEASURED
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SL~'PLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
6" maximum
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
except 9 I 2
MIX DESIGN I.D.: 9349
PLACEMENTDATE: 10/15/2004
WEATHER CONDITIONS: Clear
TIME SAMPLED: 5;15am BATCHTIME: 4:50am
TEMPERATURE (F) - AIR 59 F CONCRETE: 79 v
TRUCK NO: 773 TICKET NO: 701513
AIR CONTENT (%): NA UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Slab on grade, gridfines 8-15 at D-F
SAMPLE LOCATION: 11.2 at E.2
REPORT OF TESTS
SLUMP
(inches)
5.00
Concrete Compressive Cylinder 6" x i2"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FILs, CTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
3 1 10/22/2004 7 6.00 28.26 99160 3510 Unbonded Cap
3 2 11/12/2004 28 6.00 28.26 135950 4810 Unbonded Cap
3 3 11/12/2004 28 6.00 28.26 138390 4890 Unbonded Cap
Average 4850
3 4 Hold
Water added at site:
10 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 feature of simdar subject matte~ 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
~)ISS Page 3 of 5
Re
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:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport XI & XII
Coppell, Texas
Services:
Report No.: 220679
Project No.: 049245
Date of Service: 10/15/2004
Report Date: 11/22/2004
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
MEASURED
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
6" maximum
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
except 9 ] 2
MIX DESIGN I.D.: 9349
PLACEMENT DATE: 10/15/2004
WEATHER CONDITIONS: Surrey
TIME SAMPLED: 6:30am BATCHTIME: 5:35am
TEMPERATURE (F) - AIR 59 F CONCRETE: 74 F
TRUCKNO: 931 TICKET NO: 701523
AIRCONTENT(%): NA UNITWE1GHT(pc0: NA
OVERALL PLACEMENT LOCATION:
Slab on grade, gridlines 8-15 at D-F
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
13.4 at D.6
SLUMP
(inches)
6.00
MAXIMUM COMPRESSIVE
CYLINDER
~La. RKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
4 1 10/22/2004 7 6.00 28.26 110160 3900 Unbonded Cap
4 2 11/12/2004 28 6.00 28.26 140310 4960 Unbonded Cap
4 3 11/12/2004 28 6.00 28.26 148860 5260 Unbonded Cap
Average 5110
4 4 Hold
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc ) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01SS Page 4 of 5
ineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, StP. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., StP 360
Dallas TX 75254
Project: Freeport XI & XII
Coppell, Texas
Services:
Report No.: 220679
Project No.: 049245
Date of Service: 10/15/2004
Report Date: 11/22/2004
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
MEASURED
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLAN"r: 27
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
6" maximum
NA
ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-1231
ASTM C-39
except 9 1 2
MIX DESIGN I.D.: 9349
PLACEME~rr DATE: 10/15/2004
WEATHER CONDITIONS: Sullny
TIME SAMPLED: 7:30am BATCH TIME: 6:1 I am
TEMPERATURE (F) - AIR 59 F CONCRETE: 77 F
qmucK NO: 1840 TICKET NO: 701533
A1R CONTENT (%): NA UN1TWEIGHT(pcf): NA
OVERALL PLACEMENT LOCATION:
Slab on ~ade, gridlines 8-15 at D-F
SAMPLE LOCATION: 14.9 at E.4
REPORT OF TESTS
SLUMP
(inches)
6.00
Concrete Compressive Cylinder 6" x 12"
CYLINDER
~L~RKED DATE AGE
SET NO. TESTED (days)
5 1 10/22/2004 7
5 2 11/12/2004
5 3 11/12/2004
5 4 Hold
Technician: Scott Mitchell
Report Distribution:
(1) Duke Realty Services, LP
(l) Extranet
(I) City of Coppell
(1) City of Coppall
DIAMETER
(inches)
MAXIMUM COMPRESSIVE
AREA LOAD STRENGTH FRACTURE
(sq.in.) (lbs. force) (psi) TYPE
6.00 28.26
28 6.00 28.26 138580
28 6.00 28.26 141520
Average
Started: 3:15am
110610 3910 Unbonded Cap
Finished: 8:30am
4900 Unbonded Cap
5000 Unbonded Cap
4950
'K Sco~Watso,~E
CMT Oper~ions Manag~
LLMITATIONS: 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 sJmilax subject matter provided by persons or conditions over which we have no control Our letters and
repons are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in f~ll without the written approval of Rone Engineers, Ltd.
01SS Page 5 of 5
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:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport XI & XII
Coppell, Texas
Services:
Report No.: 220791
Project No.: 049245
Date of Service: 10/16/2004
Report Date: 11/22/2004
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
smnples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
MEASURED
STRENGTH:
SLUMP(in):
AIR(%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
6" maximum
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-1231
ASTM C-39
MIX DESIGN 1.D.: 9349
PLACEMENT DATE: 10/16/2004
WEATHER CONDITIONS: Clear
TIME SAMPLED: 4:45am BATCHTIME: 4:15am
TEMPERATURE (F) - AIR 58 F CONCRETE: 73 F
TRUCK NO: 1883 TICKET NO: 701582
AIR CONTENT (%): NA UNIT WEIGHT (peri: NA
OVERALL PLACEMENT LOCATION:
Slab on grade, gridlines I - 8 at D - F
SAMPLE LOCATION: 7.8 at D.2
REPORT OF TESTS
SLUMP
(inches)
5.25
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAX1MUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TVPE
1 1 10/23/2004 7 6.00 28.26 124410 4400 Unbonded Cap
1 2 11/13/2004 28 6.00 28.26 156260 5530 Unbonded Cap
1 3 11/13/2004 28 6.00 28.26 159990 5660 Unbonded Cap
Average 5600
1 4 Hold
Natez added at site: lO gallons
LEVflTAT1ONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibilit~ 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
reporis 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.
~ISS Page I of 5
ineers
8908 Ambassador Ro~, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, StP. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., StP 360
Dallas TX 75254
Report No.: 220791
Project No.: 049245
Date of Service: 10/16/2004
Report Date: 11/22/2004
Project:
Freeport XI & XII
Coppell, Texas
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 ~ccordance with applicable sl~andasds.
PROJECT DATA MEASURED
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SL~PLIER: Southern Star
eL~¥r: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
6" maximum
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTMC-1231
ASTM C-39
except 9 I 2
MIX DESIGN I.D.: 9349
PLACEMENT DATE: 10/16/2004
WEATHER CONDITIONS: Clear
TIME SAMPLED: 5:30am BATCH TIME: 5:02am
TEMPERATURE (F) - AIR 5 8 F CONCRETE: 73 F
TRUCK NO: 1015 T1CKET NO: 701592
AIR CONTENT (%): NA u~rr WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Slab on grade, gridlines I - 8 at D - F
SLUMP
(inches)
4.00
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cyl'nder 6' x 12"
6.3 m E.I
MAXIMUM COMPRESSIVE
CYLINDER FRACTURE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
2 1 10/23/2004 7 6.00 28.26 129490 4580 Unbonded Cap
2 2 11 / 13/2004 28 6.00 28.26 167960 5940 Unbonded Cap
2 3 11/13/2004 28 6.00 28.26 167730 5930 Unbonded Cap
Average 5940
2 4 Hold
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 wlitten approval of Rone Engineers, Ltd
01SS Page 2 of 5
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:
Duke Realty Services, LP
Mr. Brian S~aley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: FreeportXI & XII
Coppell, Texas
Report No.: 220791
Project No.: 049245
Date of Service: 10/16/2004
Report Date: 11/22/2004
Obtain samples o£ 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
MEASURED
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
6" maximum
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
MIX DESIGN I.D.: 9349
PLACEMENT DATE: l 0/16/2004
WEATHER CONDITIONS: Clear
TIME SAMPLED: 6:45am BATCHTIME: 6:25am
TEMPERATURE (F) - AIR 58 F CONCRETE: 73
TRUCK NO: 648 TICKET NO: 656103
Am CONTENT (%): NA UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Slab on grade, grid]ines 1 ~ 8 at D - F
SAMPLE LOCATION:
REPORT OF TESTS
Concrele Compressive Cylinder 6" x 12"
5.1 atE.7
SLUMP
(inches)
4.75
C~LINDER MAXIMUM COMPRESSfVE
MARKED DATE AGE DLS, METER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) T~TE
3 l 10/23/2004 7 6.00 28.26 126240 4460 Unbonded Cap
3 2 11/13/2004 28 6.00 28.26 168880 5970 Unbonded Cap
3 3 11/13/2004 28 6.00 28.26 171980 6080 Unbonded Cap
Average 6030
3 4 Hold
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 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 Engineem, Ltd.
,~ISS Page 3 of 5
RoneEn gineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Report No.: 220791
Project No.: 049245
Date of Service: 10/16/2004
Report Date: 11/22/2004
Project:
Services:
Freeport XI & XII
Coppell, Texas
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.
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southerll Star
pLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
6" maximum
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
PROJECT DATA
MIX DESIGN I.D.: 9349
PLACEMENT DATE: l 0/1 6/2004
WEATHER CONDITIONS: Sunlly
TIME SAMPLED: 8:00am BATCHTIME: 7:10am
TEMPERATURE (F) - AIR 58 F CONCRETE: 71 F
TRUCK NO: 648 TICKET NO: 656112
AIR CONTENT (%): NA UNIT WEIGHT (peri: NA
OVERALL PLACEMENT LOCATION:
Slab on grade, gridlines 1 - 8 at D - F
MEASURED
SLUMP
(inches)
4.00
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
2.7 at D.4
MAXIMUM COMPRESSIVE
CYLINDER STRENGTH FRACTURE
MARKED DATE AGE DIAMETER AREA LOAD
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYI~E
4 1 10/23/2004 7 6.00 28.26 127110 4500 Unbonded Cap
4 2 11/13/2004 28 6.00 28.26 164410 5810 Unbonded Cap
4 3 11/13/2004 28 6.00 28.26 169650 6000 Unbonded Cap
Average 5910
4 4 Hold
Water ~dded at site: 5 gallons
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided 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 conttol. 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.
Page 4 of 5
RoneEr glneers
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
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Report No.: 220791
Project No.: 049245
Date of Service: 10/16/2004
Report Date: 11/22/2004
Project:
Services:
Freeport XI & XII
Coppell, Texas
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.
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southerll Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
6" maximum
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
PROJECT DATA
MIX DESIGN I.D.: 9349
PLACEMENT DATE: 10/16/2004
WEATHER CONDITIONS: SunDy
TIME SAMPLED: 9:15am BATCltTIME: 8:30am
TEMPERATURE (F) - AIR 58 F CONCRETE: 74 F
TRUCK NO: 1097 TICKET NO: 656123
AIR CONTENT (%): NA UNIT WEIGHT (pcf}: NA
OVERALL PLACEMENT LOCATION:
Slab on grade, gridlines I - 8 at D - F
MEASURED
SLUMP
(inches)
5.25
SAMPLE LOCATION:
REPORT OF TESTS
· ' "x 12"
Concrete Compresmve Cyhnder 6
1.9 at E.9
C~%INDER
MARKED DATE AGE
SET NO. TESTED (days)
5 1 10/23/2004 7
5 2 11/13/2004 28
5 3 11/13/2004 28
MAXIMUM COMPRESSIVE
D1AMETER AREA LOAD STRENGTH FRACTURE
(inches) (sq.in.) (lbs. force) (psi) TYPE
6.00 28.26 125290 4430 Unbonded Cap
6.00 28.26 167780 5930 Unbonded Cap
6.00 28.26 169820 6010 Unbonded Cap
Average 5970
5 4 Hold
Water added at site:
Technician: Scott Mitchell
Report Distribution:
(1) Duke Really Services, LP
(I) Extrmaet
(1) City of Coppell
(1) City of Coppell
10 gallons
Started: 3:15am
Finished: 10:00am
cott Watson, AET
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 quality
other feature of similar subject matter provided by persons or condit ons over which we have no control. O~xr leiters and
(composition, appearance, performance, e~c ) or any ........ L ......a.~a ~ce-t in full without the written approval of Rone Engineers, Ltd
Page 5 of 5
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
REPORT OF REINFORCING STE__EL INSPECTION
Client: Duke Realty Services, LP Report No.: 222825
Mr. Brian Straley Project No.: 049245
5495 Belt Line Rd., Ste 360 Date of Service: 11/12/2004
Dallas TX 75254 Report Date: 11/22/2004
Project: Freeport XI & XII
CoppeIl, Texas
Services: K¢inforcing Steel Inspection
Report of Inspection '
On this date, a Rone Engineers, Ltd. representative(s) arrived on site as
scheduled to perform Reinforcing Steel Inspection. The results are attached.
Technician Time: 2:15pm - 4:30pm
Page 1 of 2
Technician: Bobby Robinson
Report Distribution:
(1) Duke P. ealty Services, LP
(1) £xtranet
(1) City of Coppall
(1) City of Coppell
~'~j,.- K. Scott Watson, AE~
CMT Operations Manager
in were arad based upon the specific samples provided for testing. We assume no r~sponsibility for variation in quali~y
LIMlTATIONS:Thetestresultspresentedhere prap .... '~ ~h,~.~.~nrc~and' ' nsoverwhichwchavenoeont~o Ourlettemand
eom osfion pearanee performance, etc.) or anyother feature °fsc'mlar suoJect ma~to~pr°wue~J~-'v'-' ...... ~?o . ' eels Ltd
( rcp~r~ are ~o~aPt~e exclusive use of the clients to whom they a~e addressed and shall not be ~aproduced except m full without the wmXen approval of Rone Engm , .
RoneEr] gine ers
8908 Ambassador Row
Dallas, Texas 75247
(214) 630-9745
121 North Rayner
Fort Worth, Texas 76111
(817) 831-6211
Report of
Reinforcing Steel Inspection
Client: ~")~.~ ~.~/:~) ~e~¢;c~/LP ReportNo.:
Project No.:
Project: ~et~a~] ~ ~1[ Date of Se~iee:
Page
Items Insipid: Conforming Non Items lasl~ted: Conforming Non Items lnsl~c~d: Conforming Non
Pl~i~ ~win~ ~ B~ ~ ~ Col~ ~es ~ly
B~ ~e / ~rly Ti~ ~ L~ Splices /
Discrepancies/Comments:
Inspector's Signature:
Client/Contractor Signature:
Time: 2:t/~.~... to
Client/Contractor Copied with Results: Yes / No