Freeport NIP(7.0)-LR030424 ineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
' Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No,: 174918
Project No.: 037333
Date of Service: 04/15/2003
Report Date: 04/24/2003
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 earing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP (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
ASTM C-39
MIX DESIGN I.D.: 9361
PLACEMENT DATE: 04/15/2003
WEATHER ~gNDITIONS: Cloudy
TIME SAMPLED: 1:44pm BATCH TIME: 1:27pm
TEMPERATURE (F) - AIR 80 F CONCRETE: 80 F
TRUCK NO: 116 TICr. XT NO: 113682
AIR CONTENT (%): NA UNIT WEIGHT (peO:
OVERALL PLACEMENT LOCATION:
Please refer to report # 174916 for column lines to ali the piers drilled today
SAMPLE LOCATION: Lines C-9 and C-10
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
1 1 4.75 04/22/2003 7
1 2 4.75 05/13/2003 28
1 3 4.75 05/13/2003 28
1 4 4.75 06/10/2003 56
See report ~176916 for technician time.
Technician: Rick Smith
Report Distribution:
(1) Duke Realty Services, LP
(I) Duke Realty Services, LP
(1) City of Coppell Building Dept.
(1) Potter Concrete
Started:
Finished:
(1) Paeheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
136835
4840 Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific 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 elients to whom they are addressed and shall not be reproduced except in full without the written approval of RoDe En~neers, Ltd.
01DK Page 1 of I
RoneEngineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. Jeff'Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 174822
Project No.: 037333
Date of Service: 04/14/2003
Report Date: 04/24/2003
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fi'esh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter Concrete
PLANT: On site
SPECIFICAT~0N REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP (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
ASTM C-39
MIX DESIGN I.D.: 9361
PLACEMENT DATE: 04/14/2003
WEATHER CONDITIONS: Stlnny
TIMESAM15~LED: ll:28am BATCHTIME: ll:02am
TEMPERATURE (Ir) - AIR 75 F CONCRETE: 76 F
TRUCK NO: 109 TlCr~T NO: 113604
AIR CONTENT (%): NA UNIT WEIGHT (PcO: NA
OVERALL PLACEMENT LOCATION:
Please refer to report # 174821 for column lines to all piers drilled today
SAMPLE LOCATION: Lines B-5.5, A-6.3 and A.3 - 5.5
REPORT OF TE,qT~q
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
MAXIMUM
DATE AGE LOAD
TESTED (days) Obs. force)
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
1 1 5.00
1 2 5.00
1 3 5.00
1 4 5.00
See report #174821 for
Technician: Rick Smith
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Building Dept.
(I) Potter Concrete
04/21/2003 7
05/12/2003 28
05/12/2003 28
06/09/2003 56
technician time.
Started:
Finished:
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
127420
4510 Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01DK Page 1 of I
RoneEn g' ::
lneers
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.: 174913
Project No.: 037333
Date of Service: 04/15/2003
Report Date: 04/24/2003
Freeport l 0
500 Freeport Parkway
Coppell, TX
Obtain samples of flesh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter Concrete
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP (in): 3" - 5"
AIR (%): NA
TEST METHOD: ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-138
ASTM C-39
NIIX DESIGN I.D.: 9349
PLACEMENT DATE: 04/15/2003
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 4:20am BATCHTIME: 4:01alYl
TEMPERATURECC~)-AIR 64 v CONCRETE: 71 F
TRUCK NO: 102 TlCI~T NO: 113611
AIR CONTENT (%): NA UNIT WEIGHT (per):. NA_
OVERALL PLACEMENT LOCATION:
Slab on grade - area #2, grid lines 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. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 4.25 04/22/2003 7 126945 4490 Unbonded Cap
1 2 4.25 05/13/2003 28 Unbonded Cap
1 3 4.25 05/13/2003 28 Unbonded Cap
! 4 4.25 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 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 fi~ll without the written approval of Rone Engineers, Ltd.
01DK Page I of 7
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:
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: 04/24/2003
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, east compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter Concrete
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTm 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:lSam BATCHTIME: 5:04am
TEMPERATURE (F) - AIR 66 F CONCRETE: 72 P
TRUCK NO: 102 TICKET NO: 113621
AIR CONTENT (%): NA trait WEIGHT (pcf): .NA.
OVERALL PLACEMENT LOCATION:
Slab on grade - area #2, grid linc~ M-F at 3 to 5
SAMPLE LOCATION: Line L.4 at 3.1
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER
MARKED
SET NO.
2 1
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH
(inches) TESTED (days) (lbs. force) (psi)
4.00 04/22/2003 7 131515 4650
2 2 4.00
2 3 4.00
05/13/2003 28
05/13/2003 28
2 4 4.00
06/10/2003 56
Water added at site: 10 gallons
FRACTURE
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
repons ave 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 7
.oneEn 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. 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: 04/24/2003
Freeport I 0
500 Freeport Park'way
Coppell, TX
Obtain samples of fi'esh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter Concrete
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP {in): 3" - 5"
AIR (%): NA
TEST METHOD: ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
MlX DESIGN I.D.: 9349
PLACEMENT DATE: 04/15/2003
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 6:15am BATCH TIME: 6:03am
TEMPERATURE (F) - AIR 68 F ' CONCRETE: 70 F
TRUCK NO: 102 TICKET NO: 113631
AIR CONTENT (%): NA UNIT WEIGHT (PcO: .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
Cfncrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 4.50 04/22/2003 7 124910 4420 Unbonded Cap
3 2 4.50 05/13/2003 28 Unbonded Cap
3 3 4.50 05/13/2003 28 Unbonded Cap
3 4 4.50 06/10/2003 56 Unbonded Cap
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 fea~.re 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 repmduced except in full without the written approval of Rone Engineers, Ltd.
01DK Page 3 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:
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: 04/24/2003
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
CO~ACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter Concrete
PLANT: On site
S?ECImCATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP (in): 3" ~ 5"
AIR (%): NA
TEST METHOD: ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-138
ASTM C-39
MIX DESIGN 1.D.: 9349
PLACEMENT DATE: 04/15/2003
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 8:00am BATCH TI~: 6:58am
TEMPERATURE (F) - AIR 68 F CONCRETE: 72
TRUCK NO: 102 TICKET NO: 113641
AIR CONTENT (%): NA UNIT WEIGHT (pcf): .NA
OVERALL PLACEMENT LOCATION:
Slab on grade - area #2, grid lines M-F at 3 to 5
SAMPLE LOCATION: Line K.2 at 3.4
REPORT OF TE~T,q
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRAc'i'uRE
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 Unbonded Cap
4 3 4.00 05/13/2003 28 Unbonded Cap
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 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 4 of 7
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 174913
Project No.: 037333
Date of Service: 04/15/2003
Report Date: 04/24/2003
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
CONTP. ACTOR: Duke RealW Services, LP
CONCRETE SUPPLIER: Potter Concrete
~'LANT: On site
SPECIFICATION REQUIREMENTS
STRENaTm 4000 psi ~ 28 Days
SLUMP (in): 3" - 5"
AIR (%): NA
TEST M~THOO: 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: 9:15am BATCH TIME: 9:00am
TEMPERATURE (F) - AIR 75 F CONCRETE: 71 F
TRUC~< NO: 116 tICr~T ~O: 113651
AIR CONTENT (%): NA UNIT WEIGHT (PC0:, NA.
OVERALL PLACEMENT LOCATION:
Slab on grade - area #2, grid lines M-F at 3 to 5
SAMPLE LOCATION: Line J.4 at 3.8
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
5 1 5.50 04/22/2003 7 111380 3940. Unbonded Cap
5 2 5.50 05/13/2003 28 Unbonded Cap
5 3 5.50 05/13/2003 28 Unbonded Cap
5 4 5.50 06/10/2003 56 Unbonded Cap
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 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 appmval of Rone Engineers, Ltd.
01DK Page 5 of 7
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:
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: 04/24/2003
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
CONTe-~CTOR: 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
MIX DESIGN I.D.: 9349
PLACEMENT DATE: 04/15/2003
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 10:15am BATCHTIME: 9:51am
TEMPERATURE (F) - AIR 77 F CONCRETE: 71 F
TRUCK NO: 106 TICKET NO: 113661
AIR CONTENT (%): NA UNIT WEIGHT (pcf):. 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 O[* 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
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
6 1 4.75 04/22/2003 7 115915 41 O0 Unbonded Cap
6 2 4.75 05/13/2003 28 Unbonded Cap
6 3 4.75 05/13/2003 28 Unbonded Cap
6 4 4.75 06/10/2003 56 Unbonded Cap
Water added at site: 10 9allons
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they am addressed and shaI1 not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01DK Page 6 of 7
gineers
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:
Project:
Services:
Duke Realty Services, LP
Attn: 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: 04/24/2003
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 Concrete
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENaTH: 4000 psi ~ 28 Days
SLUMP (in): 3" - S"
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
~ux DESIGN LO.: 9349
PLACEMENT DATE: 04/15/2003
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: lh45am BATCHTIME: lh32am
TEMPERATURE (F) - AIR 74 F CONCRETE: 71 F
TRUCK NO: 106 TICKET NO: 113673
AIR CONTENT (%): NA UNIT WEIGHT (pcf): .NA _
OVERALL PLACEMENT LOCATION:
Slab on grade - area #2, grid lines M-F at 3 to 5
SAMPLE LOCATION: Line G.9 at 3.9
REPORT OF TE~T~q
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH FRACTURE
(inches) TESTED (days) (lbs. force) (psi) TYPE
7 I
7 2
7 3
7 4
Technician: Jeremy Watts
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppcll Building Dept.
(1) Potter Concrete
4.25 04/22/2003 7
4.25 05/13/2003 28
4.25 05/13/2003 28
4.25 06/10/2003 56
Started: 3:15am Finished: l:15pm
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
127250
4500 Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01DK Page 7 of 7