Coppell Trade 2-LR070102,....
~~~*, r
._
' 11440 Reeder Rd. • Dallas, TX 75229
ga~R.G'O OONSULTANTS, zxc. Tel. (214) 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 12/05/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 373641
AMBIENT TEMP.(°F): 53
CONCRETE TEMP.(°F): 74
TIME BATCHED: 1:46 p.m.
TIME SAMPLED: 2:20 p.m.
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT: Paving fire lane,
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 141 /534
MIX ID NUMBER: 8205
AIR (%): 5.4 (ASTM C 231)
WATER ADDED (gal): 0
SLUMP (inches): 3 1/2 (ASTM C 143)
50'N by 175'W from NE building corner
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (3500 psi! 28 days)
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD
(pounds) COMPRESSIVE
STRENGTH
si Percent of Design Strength
(%)
5A 7 12 12 06 103 390 3660 92~
5B 28 1 2 07 ~ 132.720 4690 117
5C 28 1 2 07 130 520 4620 116
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 Moor C.E.T
CMT Manager
Geotechnical Engineering i Construction Materials Testing i Environmental Services
www.dallasfargo.com
~~
I~ ~ ~ -
_ 11440 Reeder Rd. • Dallas, T_X 7522_9
~'AR(}O CONSULTANTS, Ixc. Tel. (214) 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 12/05/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 373491
AMBIENT TEMP.(°F): 48
CONCRETE TEMP.(°F): 71
TIME BATCHED: 12 :13 p.m.
TIME SAMPLED: 12:35 p.m.
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT: Paving fire lane,
CONCRETE SUPPLIER: TxI
PLANT/TRUCK: 141 / 510
MIX ID NUMBER: 82 05
AIR (%): 5.4 (ASTM C 231)
WATER ADDED (gal): 0
SLUMP (inches): 4 (ASTM C 143)
60'N by 130'W from NE building corner
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (3500 psil28 days )
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD
(pounds) COMPRESSIVE
STRENGTH
si Percent of Design Strength
(%)
4A 7 12 12 06 109 730 3880 97~
4B 28 1 2 07 140 210 4960 124
4C 28 1 2 07 139 640 4940 124
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 Moor C.E.T
CMT Mana er
Geotechnical Engineering i Construction Materials Testing i Environmental Services
www.dallasfargo.com
,...
,...:
i r~'
FAAt}O QONBULTANTS, INO.
11440 Reeder Rd. • Dallas, TX 75229
Tel. (214) 352-4100 • Fax (2l4) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 12/05/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 373265
AMBIENT TEMP.(°F): 42
CONCRETE TEMP.(°F): 68
TIME BATCHED: 10:20 a.m.
TIME SAMPLED: 10:49 a.m.
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT: Paving fire lane,
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 141 / 66
MIX ID NUMBER: 8205
AIR (%): 5 . 3 (ASTM C 231)
WATER ADDED (gal): o
SLUMP (inches): 3 1/2 (ASTM C 143)
39'N by 90'W from NE building corner
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (3500 psi! 28 days )
CYLINDER
NUMBER AGE
(Days} DATE
TESTED TOTAL LOAD
(pounds) COMPRESSIVE
STRENGTH
si Percent of Design Strength
(%}
3A 7 12 12 06 94 410 3340 84~
3B 28 1 2 07 126 450 4470 112
3C 28 1 2 07 122 830 4340 109
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 Moor C.E.T
CMT Manager
Geotechnica/ Engineering i Construction Materials Testing i Environmental Services
www.dallasfargo.com
..;._.
,.....
~.._.
,~, .•~,
j 11440 Reeder Rd. • Dallas, TX 75229
_ __ _ __
---
FAR.fFO CONSULTANTS, iNO. Tel. (214) 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 12/05/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
~ CONCRETE INFORMATION
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 373116
AMBIENT TEMP.(°F): 34
CONCRETE TEMP.(°F): 63
TIME BATCHED: 8:46 a.m.
TIME SAMPLED: 9:10 a.m.
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT: Paving fire lane,
CONCRETE SUPPLIER: Txz
PLANT/TRUCK: 141 / 112
MIX ID NUMBER: 82 05
AIR (%): 5.9 (ASTM C 231)
WATER ADDED (gal): 0
SLUMP (inches): 4 1/2 (ASTM C 143)
43'N by 55'W from NE building corner
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (3500 psi! 28 days )
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD
(pounds) COMPRESSIVE
STRENGTH
si Percent of Design Strength
(°/a)
2A 7 12 12 06 104 210 3690 92~
2B 28 1 2 07 130 700 4620 116
2C 28 1 2 07 133 010 4700 118
2D Hold
Cylinders Type: Nominal Cylinder Size 6"X12" (ASTM C 39)
Specittcations: Making and curing (ASTM C 31) Testing Methods (ASTM C 39)
Remarks:
TeChrllClan: D Allen
Distribution:
Holt Lansford Commercial - Ken Newman
Mcfadden & Miller - ,Ion Jacobson
City of Coppell - Larry Davis
FARGO CONSULTANTS, INC.
Checked by:
Gary Mo e, C.E.T
CMT Manager
Geotechnica! Engineering i Construction Materials Testing i Environmental Services
www.dallasfargo.com
;...
,.....
i / -
11440 Reeder Rd. • Dallas, TX 75229
FARtiO OONBULTANTB, INC. Tel. (214) 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 12/05/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 372995
AMBIENT TEMP.(°F): 32
CONCRETE TEMP.(°F): 61
TIME BATCHED: 7:19 a.m.
TIME SAMPLED: 8:05 a.m.
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT: Paving fire lane,
CONCRETE SUPPLIER: Txz
PLANT/TRUCK: 141 / 10 8
MIX ID NUMBER: 8205
AIR (%): 6 (ASTM C 231)
WATER ADDED (gal): o
SLUMP (inches): 4 1/2 (ASTM C 143)
55'N by 36'W from NE building corner
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (3500 pail 28 days )
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD
(pounds) COMPRESSIVE
STRENGTH
si Percent of Design Strength
(%)
1A 7 12 12 06 98 520 3480 87~
1B 28 1 2 07 129 030 4560 114
1 28 1 2 07 128 420 4540 114
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: 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
Geotechnical Engineering i Construction Materials Testing ~ Environmental Services
www. da/lasfargo. com