Coppell Trade 2-LR061115~.,
~ 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: 11/15/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 363498 CONCRETE SUPPLIER: Txz
AMBIENT TEMP.(°F): 59 PLANT/TRUCK: 141/806
CONCRETE TEMP.(°F): 7o MIX ID NUMBER: 8205
TIME BATCHED: 6:44 AM AIR (%): 4.7 (ASTM C 231)
TIME SAMPLED: 7 : 15 AM WATER ADDED (gal): 0
WEATHER CONDITION: Cloudy SLUMP (inches): 5 (ASTM C 143)
LOCATION OF PLACEMENT: Paving, 40' S by 320' E from SW building pad 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 _11 22 06 121 990 4310_ 144
_
_
1B 28 12 13/06. 149 730 _ 5300 __ 177
1C 28 _ 12 x_06 150 090 5310_ 177
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: v xobinson
Distribution:
Holt Lansford Commercial - Ken Newman
Mcfadden & Miller - Jon Jacobson
City of Coppell - Larry Davis
FARGO CONSULTAN S, INC.
Checked by:
Gary Moore C.E.T.
CMT Manager
Geotechnica/ Engineering i Construction Materials Testing i Environmental Services
www. dallasfargo. com
ll~
11440 Reeder Rd. • Dallas, TX 75229
FARGO CONSULTANTS, ixo. Tel. (214) 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 11/15/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 363574 CONCRETE SUPPLIER: Txz
AMBIENT TEMP.(°F): 59 PLANT/TRUCK: 141/74
CONCRETE TEMP.(°F): 70 MIX ID NUMBER: 8205
TIME BATCHED: 7 : 35 AM AIR (%): 4.5 (ASTM C 231)
TIME SAMPLED: 8 :26 AM WATER ADDED (gal): 0
WEATHER CONDITION: Cloudy SLUMP (inches): 5 (ASTM C 143)
LOCATION OF PLACEMENT: Paving, 100' S by 220'E from SW building pad corner
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENG TH OF CONCRETE (3500 psil 28 days )
CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE Percent of Design Strength
NUMBER ~ (Days) ' TESTED (pounds) STRENGTH
si (%)
2A 7 11 22/06_.
__ 2B 28 12/13/06 11.7 550
143 020 4160
_ 5060 119
145
2C _ 28 12 13/06 ' 142 300 5030
144
I 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: v Robinson
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. dailasfargo. com
' _ _.
11440 Reeder Rd. • Dallas, TX 75229
FARGO coxsuLxaxTS, ixc. Tel. (214) 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 11/15/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 363793 CONCRETE SUPPLIER: Txz
AMBIENT TEMP.(°F): 59 PLANT/TRUCK: 141/108
CONCRETE TEMP.(°F): 71 MIX ID NUMBER: 8205
TIME BATCHED: 10:26 AM AIR (%): 4.6 (ASTM C 231)
TIME SAMPLED: 11:07 AM WATER ADDED (gal): 0
WEATHER CONDITION: Cloudy SLUMP (inches): 5 (ASTM C 143)
LOCATION OF PLACEMENT: Paving, 115' S by 30' E from SW building pad corner
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (3500 psi! 28 days )
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD ' COMPRESSIVE
(pounds) ~ STRENGTH
si Percent of Design Strength
(%)
3A 7 11 22 06 115 740 4090 117
_ 3B --
28
12/1.06
139, 840 ~ _ 4950.___.
_ 141
3C 28 12 106 _ 139 690 4940 _ 141
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: v Robinson
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
Geotechnicai Engineering ~ Construction Materials Testing ~ Environmental Services
www. dailasfargo. com
.. ___
/ l _/
~ 11440 Reeder Rd. • Dallas, TX 75229
FARGO CONSULTANTS, rNC. Tel. (214) 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 11/15/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
__` CONCRETE INFORMATION
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 363498 CONCRETE SUPPLIER: TxT
AMBIENT TEMP.(°F): 59 PLANTITRUCK: 141/806
CONCRETE TEMP.(°F): 7o MIX ID NUMBER: 8205
TIME BATCHED: 6:44 AM AIR (%): 4.7 (ASTM C 231)
TIME SAMPLED:7:15 AM WATER ADDED (gal): 0
WEATHER CONDITION: cloudy SLUMP (inches): 5 (ASTM C 143)
LOCATION OF PLACEMENT: Paving, 40'S by 320'E from Sw building pad corner
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (3500 psil 28 days )
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD
(pounds) COMPRESSIVE
STRENGTH
(Psi) Percent of Design Strength
(%) ',
I
1A_ ,7 11 22/06._. 121., 990 4310 __ 123
1B 28 12/13/06
___1C ' 28
12/13/06
_
_
1D _~ Hold -
-L -
Cylinders Type: Nominal Cylinder Size 6"X12" (ASTM C 39)
Specifications: Making and curing (ASTM C 31) Testing Methods (ASTM C 39)
Remarks:
Technician: v Robinson
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 ~ Construction Materials Testing i Environmental Services
www. dallasfargo. com
1144 Reeder Rd. • Dallas, TX 75_229
FAR GO coNSULTANTS, INC. Tel. (214) 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 11/15/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
[_ _ CONCRETE INFORMATION ___ - - ^~
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 363574 CONCRETE SUPPLIER: TxI
AMBIENT TEMP.(°F): 59 PLANT/TRUCK: 141/74
CONCRETE TEMP.(°F): ~0 MIX ID NUMBER: 8205
TIME BATCHED: 7 : 35 z~M AIR (%): 4.5 (ASTM C 231)
TIME SAMPLED: 8 : 26 AM WATER ADDED (gal): o
WEATHER CONDITION: Cloudy SLUMP (inches): 5 (ASTM C 143)
LOCATION OF PLACEMENT: Paving, 100' S by 220' E from SW building pad corner
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (3500 psi! 28 days )
CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE Percent of Design Strength
NUMBER (Days) TESTED (pounds) STRENGTH (%)
D 1 _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: v Robinson
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 ~ Construction Materials Tesfing ~ Environmental Services
www. dallasfargo. com
f ~.
{ 11440 Reeder Rd. • Dallas, TX 7522
FARGO CONSULTANTS, ixc. Tei. (214} 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 11/15/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 363793 CONCRETE SUPPLIER: TXT
AMBIENT TEMP.(°F): 59 PLANT/TRUCK: 141 / 108
CONCRETE TEMP.(°F): 71 -MIX ID NUMBER: 8205
TIME BATCHED: 10:26 AM AIR (%): 4.6 (ASTM C 231)
TIME SAMPLED: 11: o~ AM WATER ADDED (gal): 0
WEATHER CONDITION: Cloudy SLUMP (inches): 5 (ASTM C 143)
LOCATION OF PLACEMENT; paving, 115' S by 30' E from SW building pad corner
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (3500 psi! 28 days )
CYLINDER ~ AGE DATE TOTAL LOAD COMPRESSIVE Percent of Design Strength
j NUMBER (Days) TESTED (pounds) STRENGTH (%)
7
3D I 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: v Robinson
Distribution:
Holt Lansford Commercial - Ken Newman
Mcfadden & Miller - Jon Jacobson
City of Coppell - Larry Davis
FARGO CONSULTAN S, INC.
Checked by:
Gary Moore C.E.T
CMT Manager
Geotechnical Engineering i Construction Materials Testing ~ Environmental Services
www. dallasfargo. com