Coppell Trade 2-LR07010411440 Reeder Rd. ~ Dallas, TX 75229
Tel. (214) 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 12/07/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 374794
AMBIENT TEMP.(°F}: 3 8
CONCRETE TEMP.(°F}: 62
TIME BATCHED: 7 : 08 a.m.
TIME SAMPLED: 7:35 a.m.
WEATHER CONDITION: Clear
CONCRETE SUPPLIER: Txz
PLANT/TRUCK: -141 / 715
MIX 1D NUMBER: 8205
AIR (°/a): 6.5 (ASTM C 231)
WATER ADDED (gal): 0
SLUMP (inches): 4 (ASTM C 143)
LOCATION OF PLACEMENT: Paving, 160'N by 275'W from NE building corner
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (4000 psi! 26 days )
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD
(pounds) COMPRESSIVE
STRENGTH
si Percent of Design Strength
(9~0)
lA 7 12 14 06 109 200 3860 97~
1B 28 1 4 07 136 800 4840 121
1C 28 1 4 07 138 640 4 00 123
1D Hold
Cylinders Type: Nominal Cylinder Size 6"X12" (ASTM C 39)
Specifications: Making and curing (ASTM C 31) Testing Methods (ASTM C 39)
Remarks:
Technician: n Allen
Distribution:
Holt Lansford Commercial - Ken Newman
Mcfadden & Miller -Jon Jacobson
City of Coppell - Larry Davis
FARGO CONSULTANTS, INC.
Checked by:
Gary Moo e C_E.T.
CMT Manager
Geotechnica! Engineering ~ Construction Materials Testing ~ Environmental Services
www, dallasfargo. com
11440 Reeder Rd. • Dallas, TX 75229
Tel. (214) 352-4100 • Fax (214} 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 12/07/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 374943
AMBIENT TEMP.(°F): 3 9
CONCRETE TEMP.(°F}: 63
TIME BATCHED: 8:47 a.m.
TIME SAMPLED: 9 :25 a.m.
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT: Paving,
CONCRETE SUPPLIER: TXI
PLANTITRUCK:141 / 511
MIX ID NUMBER: 8205
AIR (%): 5.6 (ASTM C 231)
WATER ADDED (gal): 0
SLUMP (inches): 5.0 (ASTM C 143)
135'N by 320'W from NE building corner
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (4000 pslf 2S days )
CYLINDER
NUMBER AGE
(Days) BATE
TESTED TOTAL LOAD
(pounds) COMPRESSIVE
STRENGTH
sl Percent of Design Strength
(%)
2A 7 12 14 06 1.09 920 3890 97~
2B 28 1 4 07 13 640 4940 124
2 28 1 4 07 1 8 720 4 1 12 ~
2D Hold
Cylinders Type: Nominal Cylinder Size 6"X12" (ASTM C 39)
Specifications: Making and curing (ASTM C 31) Testing Methods (ASTM C 39)
Remarks:
Technician: D Allen
Distribution:
Holt Lansford Commercial - Ken Newman
Mcfadden & Miller -Jon Jacobson
City of Coppell - Larry Davis
FARGO CONSULTANTS, INC.
Checked by:
Gary Moo C.E.T.
CMT Manager
Geotechnica/ Engineering /Construction Materials Testing s Environmental Services
www.da/lasfargo.com
~_ __ __ 11440 Reeder Rd. • Dallas, TX 75229
moo' Tel. (214) 352-4700 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 12/07/06
PROJECT: Coppell Trade Center Building D PrOjeCt NO.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 375053
AMBIENT TEMP.(°F): 44
CONCRETE TEMP.(°F): 65
TIME BATCHED: 9:54. a.m.
TIME SAMPLED; 10:40 a.m.
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT: Paving,
CONCRETE SUPPLIER: Txz
PLANTlTRUCK:143 / 68
MIX ID NUMBER: 8205
AIR (%): 5.7 (ASTM C 231)
WATER ADDED (gal): o
SLUMP (inches): 5 (ASTM C 143}
145'N by 390'W from NE building conrer
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS I
DESIGN STRENGTH OF CONCRETE (4000 pail 28 days )
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD
(pounds} COMPRESSIVE
STRENGTH
si Percent of Design Strength
(°h)
I
3A 7 12 14 06 94 670 3350 84~
B 28 1 4 07 122 060 4320 108
2 1 4 07 120 600 4270 107
3D Hold
Cylinders Type: Nominal Cylinder Size 6"X12" (ASTM C 39)
Specifications: Making and curing (ASTM C 31) Testing Methods (ASTM C 39)
Remarks:
Technician: D Allen
Distribution:
Holt Lansford Commercial -Ken Newman
Mcfadden & Miller - Jon Jacobson
City of Coppell - Larry Davis
FARGO CONSULTANTS, INC.
Checked by:
Gary Moo e C.E.T.
CMT Mal~.ager
Ceofechnica! Engineering ~ Construction Materials Testing ~ Environmental Services
www. dallasfargo. com
_ 11440 Reeder Rd. • Dallas, TX 75229
Tel. (214} 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 12/07%06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mc fadden and Mi 11 er
TICKET NO.: 375172
AMBIENT TEMP.(°F): 50
CONCRETE TEMP.(°F): 67
TIME BATCHED: 11:09 a.m.
TIME SAMPLED: 11:45 a.m.
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT: Paving, 125'N by
CONCRETE SUPPLIER: Txz
PLANTITRUCK:141 / 921
MIX ID NUMBER: 8205
AIR (%): 5.7 (ASTM C 231)
WATER ADDED (gal): o
SLUMP (inches); 4 (ASTM C 143)
440'W from NE building corner
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (4000 psi/ 28 days )
CYLINDER
NUMBER AGE
(Days) GATE
TESTED TOTAL LOAD
(pounds) COMPRESSIVE
STRENGTH
si Percent of Design Strength
(%)
4A 7 12 14 06 108 450 3840 96~
4B 28 1 4 07 130 600 4620 116
4C 28 1 4 07 132 080 4670 117
4D Hold
Cylinders Type: Nominal Cylinder Size 6"X12" (ASTM C 39)
Specifications: Making and curing (ASTM C 31) Testing Methods (ASTM C 39)
Remarks:
Technician: D Allen
Distribution:
Holt Lansford Commercial - Ken Newman
Mcfadden & Miller - Jon Jacobson
City of Coppell - Larry Davis
FARGO CONSULTANTS, INC.
Checked by:
Gary Moo e C.E.T.
CMT Manager
Geotechnica/ Engineering i Construction Materials Testing ~ Environmental Services
www. dallasfargo.com
11440 Aeeder Rd. • Dallas, TX 75229
Tel. (214) 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 12/07/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 375232
AMBIENT TEMP.{°F): 47
CONCRETE TEMP.(°F): 66
TIME BATCHED: 12 :09 p.m.
TIME SAMPLED: 1 :15 p.m.
WEATHER CONDITION: Clear
CONCRETE SUPPLIER: Txz
PLANT/TRUCK:141 / 71
MIX ID NUMBER: 8205
AIR {%): 5 . 7 (ASTM C 231)
WATER ADDED (gal): 5
SLUMP (inches): 4 (ASTM C 143).
LOCATION OF PLACEMENT: Paving, 130 ' N by 505' W from NE building corner
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (4000 psil 28 days )
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD
(pounds) COMPRESSIVE
STRENGTH
si Percent of Design Strength
(%)
5A 7 12 14 06 104 500 3700 93~
5B 2 1 4 07 130 100 4600 115
8 1 4 07 130 070 4600 115
5D Hold
Cylinders Type: Nominal Cylinder Size 6"X12" (ASTM C 39)
Specifications: Making and curing (ASTM C 31) Testing Methods (ASTM C 39)
Remarks:
Technician: D Allen
Distribution:
Holt Lansford Commercial -Ken Newman
Mcfadden & Miller -Jon Jacobson
City of Coppell - Larry Davis
FARGO CONSULTANTS, INC.
Checked by:
Gary Moo C.E_T_
CMT Man er
Geotechnicaf Engineering i ConstructiorrMaterials Testing ~ E'nvironmenta/ Services
www.dallasfargo.com