Coppell Trade 2-LR 070228,..
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I 1440 Reeder Rd. • Dallas, TX 75229
FAR.CdO COx6LTLTANTB, IxC. Tel. (214) 352-4100 • Fax (214) 352-48 ] 1
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial
PROJECT: Coppell Trade Center Building D
Sample Date: 02/21/07
Project No.: M06-1165
Coppell, Texas
i CONCRETE INFORMATION
CONTRACTOR: Mc f adden and Mi 11 er
TICKET NO.: 42500
AMBIENT TEMP.(°F): 52
CONCRETE TEMP.(°F): 60
TIME BATCHED: 6:40 a.m.
TIME SAMPLED: 7:20 a.m.
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT: paving strip,
CONCRETE SUPPLIER: Txz
PLANTITRUCK:141 / 841
MIX ID NUMBER: 8205
AIR (%): 4 . 2 (ASTM C 231)
WATER ADDED (gal): 0
SLUMP (inches): 5 1/2 (ASTM C 143)
15'S by 15'W from SE building corner
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS ~
DESIGN STRENGTH OF CONCRETE (4000 psi! 28 days )
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD
(pounds) COMPRESSIVE
STRENGTH
si Percent of Design Strength
(%)
1A 7 2 28 07 101 670 3600 90~
1B 28 3 21 07
1C 28 3 21 07
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 Dj ikine
Distribution:
Holt Lansford Commercial - Ken Newman
Mcfadden & Miller - Jon Jacobson
City of Coppell - Larry Davis
FARGO CONSULTANTS, INC.
Checked by:
Gary Moore .E.T.
CMT Manager
Geotechnical Engineering ~ Construction Materials Testing ~ Environmental Services
www. dallasfargo. com
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~~~ 11440 Reeder Rd. • Dallas, TX 75229
FARGO CONSULTANTS, INC. Tel. (214) 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 02/21/07
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mc f adden and Miller
TICKET NO.: 42516 CONCRETE SUPPLIER: TXI
AMBIENT TEMP.(°F): 55 PLANT/TRUCK: 141 / 64
CONCRETE TEMP.(°F): 68 MIX ID NUMBER: 8205
TIME BATCHED: 8 : 06 a.m. AIR (%): 4.1 (ASTM C 231)
TIME SAMPLED: 8:50 a.m. WATER ADDED (gal): 0
WEATHER CONDITION: Clear SLUMP (inches): 4 (ASTM C 143)
LOCATION OF PLACEMENT: Paving, 15' S by 140' W from SE building corner
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (4000 psi/ 28 days )
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD
(pounds) COMPRESSIVE ~
STRENGTH
si Percent of Design Strength
(%)
2A 7 2 28 07 103 240 3650 91~
2B 28 3 21 07
2C 28 3 21 07
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 Dj ikine
Distribution:
Holt Lansford Commercial - Ken Newman
Mcfadden & Miller -Jon Jacobson
City of Coppell - Larry Davis
FARGO CONSULTANTS, INC.
Checked by:
Gary Moore .E.T.
CMT Manager
Geotechnica/ Engineering i Construction Materials Testing i Environmental Services
www. dallasfargo. com
_.....
,.
'~ "~ ~ _ 11440 Reeder Rd. • Dallas, TX 75229
FAR.GO CONSIILTANTS, ixo.- - - Tel. (214) 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 02/21/07
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mc f adden and Mi 11 e r
TICKET NO.: 42546 CONCRETE SUPPLIER: TXI
AMBIENT TEMP.(°F): 65 PLANT/TRUCK: 141 / 69
CONCRETE TEMP.(°F): 73 MIX ID NUMBER: 8205
TIME BATCHED: 11:31 a.m. AIR(%): 4.2 (ASTMC231)
TIME SAMPLED: 12 :20 p.m. WATER ADDED (gal): 0
WEATHER CONDITION: Clear SLUMP (inches): 5 (ASTM C 743)
LOCATION OF PLACEMENT: Paving strip, 15' S by 300' W from SE building corner
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (4000 psi/ 28 days )
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD i
(pounds) COMPRESSIVE
STRENGTH
si Percent of Design Strength
(%)
3A 7 2 28 07 ' 92 320 3270 82~
3B 28 3 21 07
3C 28 3 21 07
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 Dj ikine
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. da/lasfargo. com
,.
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'~ ~ 11440 Reeder Rd. • Dallas, TX 75229
-_. __ _ _ -
FAxco CoxsvzxsrrTS, nvo. Tel. (214) 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 02/21/07
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 42568 CONCRETE SUPPLIER: Txz
AMBIENT TEMP.(°F): 70 PLANT/TRUCK: 141 / 802
CONCRETE TEMP.(°F): 75 MIX ID NUMBER: 8205
TIME BATCHED: 1 : 45 p.m. AIR (%): 4.1 (ASTM C 231)
TIME SAMPLED: 2 : 30 p.m. WATER ADDED (gal): 0
WEATHER CONDITION: Clear SLUMP (inches): 5 1 /2 (ASTM C 143)
LOCATION OF PLACEMENT: Paving strip, 15' S by 100'W from SE building corner
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (4000 psi/ 28 days )
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD
(pounds) COMPRESSIVE
STRENGTH
si Percent of Design Strength
(%)
4A 7 2 28 07 92 320 3270 82~
4B 28 3 21 07
4C 28 3 21 07
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 Dj ikine
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
Geotechnical Engineering ~ Construction Materials Testing i Environmental Services
www.dallasfargo.com