Coppell Trade 2-LR061109.~
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FA;LUO COIv1bLL`Iea.NTS, iNC.
] 1440 Reeder Rd. ~ Dallas, TX 75229
Tcl. (214) 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 11/09/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
~ CONCRETE INFORMATION- _ I
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 359442 CONCRETE SUPPLIER: TxT
AMBIENT TEMP.(°F): 66 PLANT/TRUCK: 141 / 64
CONCRETE TEMP.(°F): 73 MIX ID NUMBER: 8205
TIME BATCHED: 6 : 06 a.m. AIR (%): 3 .5 (ASTM C 231)
TIME SAMPLED: 6: 35 a.m. WATER ADDED (gal): 0
WEATHER CONDITION: Cloudy SLUMP (inches): 4 (ASTM C 143)
LOCATION OF PLACEMENT: Paving-parking lot, 20' S by 35'W from SE corner of
building pad
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (
----- 3500 psil 28 days)
CYLINDER AGE DATE ' TOTAL LOAD ' COMPRESSIVE Percent of Design Strength
NUMBER (Days) TESTED (pounds) STRENGTH (%)
-. - _ --_-- - I----- --~ (Psi)- _-~ -- - -
108 X70
11
7
/16;'06 i
lA _ 3-850 _- 12$~
- _.
_
_- •-
__ - , -_
__
-_ 1B ' 2_8- _1.2_/7'05_ i_ 13.91.640__- ___4940_ 1650
~-- - --
_
--1C-- 28 f 12,'Z;'06 ', -38,_.96.0__ 4.910 _-_- 164----
1 D ~ H o 1 d _ - 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: n Allen
Distribution:
Holt Lansford Corunercial - I-:en '~e~,mzan
Mcfadden & Miler - Jon Jacobson
'ity of Coppell - Larry Davis
FARGO CONSULTAN S, INC.
Checked by: _ _
Gary Moo e C.E.T.
CMT Manager
Geotechnica! Engineering ~ Construction Materials Testing ~ Environmental Services
www. dallasfargo. com
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a
FFili.GO UUN ~! LTAlti PS, iNC.
11440 Reeder Rd. ~ Dallas, TX 75229
Tel. (214) 352-4100 • Fax (214) 352-481 1
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 11/09/06
PROJECT: Coppell grade Center Building n Project No.: M06-1165
Coppell, Texas
I CONCRETE INFORMATION -_
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 359595 CONCRETE SUPPLIER: Txz
AMBIENT TEMP.(°F):70 PLANT/TRUCK: 141 / 71
CONCRETE TEMP.(°F): 78 MIX ID NUMBER: 8205
TIME BATCHED: 7:57 a.m. AIR(%): 3.6 (ASTMC231)
TIME SAMPLED: 8:30 a.m. WATER ADDED (gal): 0
WEATHER CONDITION: Partly Cloudy SLUMP (inches): 4 1/2 (ASTMC 143)
LOCATION OF PLACEMENT: Paving-parking lot, 40' S by 90'W from SE corner of
building pad
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (3500 psi! 28 days )
D
CYLINDER ~ AGE DATE OMPRESSIVE ' Percent
TOTAL LOA of Design Strength
NUMBER ~ (Days) TESTED ~
I (pounds) STRENGTH (%)
_ - -- - - _ -
2F~ _ _ 7 ~~16106 ~ 93, 7.80 ' --__ 3320-- ~_ _ _ - 95~ __
2B---_ ! 28 12/7/06_ ~
- 134,.210 '-- - 475.0.. -__~- -- --1_3__6.0
_ -- -
--
2C-- ~
- -
_28_
_I 1217/06 _~ _
-_136-050_. _ .48.10. --
--
137. a_- - _,
-ZD ! _- xola --- - I - - ! -
Cylinders Type: Nominal Cylinder Size 6"X12" (ASTMC 39)
Specifications: Making and curing (ASTMC 31) Testing Methods (ASTMC 39)
Remarks:
Technician: D Allen
Distribution:
Holt Lansford Commercia~ - I<.er. i]ew7nan
Mcfadden & Miller - Jor. JacObsOn
r'ity o[ Coppell - Larry Davis
FARGO CONSULT TS, INC.
Checked by:
Gary Moor C.E.T.
CMT Manager
Geotechnica! Engineering i Construction Materials Testing i Environmental Services
www. dallasfargo. com
~v..
~ .:~~ ~ ~'~':.~ ~ 11440 Recdcr Rd. ~ Dallas, TX 75229
~aHCa eoxsur,iarrTs, txC. Tel. (214) 352-4100 ~ Fax (Z 14) 352-481 L
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 11/09/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
j _CONCRETE-.INFORMATION - j
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 359780 CONCRETE SUPPLIER: Txz
AMBIENT TEMP.(°F): .1 PLANT/TRUCK: 141 / 65
CONCRETE TEMP.(°F): 79 MIX ID NUMBER: 82 05
TIME BATCHED: 9:35 a.m. AIR(%): 3.5 (ASTMC231)
TIME SAMPLED: 10:35 a.m. WATER ADDED (gal): 0
WEATHER CONDITION: Partly Cloudy SLUMP (inches): 4 1/2 (ASTM C 143)
LOCATION OF PLACEMENT: Paving-parking lot, 25' S by 130'~~~T from SE corner of
building pad
CONCRETE CYLINDER COMPRESS IVE STRENGTH TESTS ~~
DESIGN STRENGTH OF CONCRETE ( 3500 psil 28 days )
_.-_ ~_.- _.T T
~
I'
AGE DATE TOTAL LOAD
CYLINDER COMPRESSIVE Percent of Design Strength
~
NUMBER ~ (Days) ~ TESTED (pounds) STRENGTH ~ (%)
- I , - _~- - (Psi
- _ -- - - -~
3h 7 11/16.1!06 - _i06 920_
~ __ __3780-_ _ _ 10_8_-_
I ~ 2 X7__!06 _-3.8,.67.0
3B ;
28 _4900 - 140_
-- - -
_
_
-
3C_ __ __+ _28 ~_ 127:!06 j_-_ 14.0_, ?20____
__ - -_ 4980. ~_ -_ _ 14.2 0 --
3D I Hold _ ~ I
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
Mcfadder. k Miller - Jon Jacobsen
%'ity of Coppell - Larry Davis
FARGO CONSULT NTS, INC.
Checked by:
Gary Moo C.E.T.
CMT Manager
Geotechnical Engineering i Construction Materials Testing i Environmental Services
www. da!lasfargo. com
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SARGO CONStJL'PANTS, INC.
11440 Reeder Rd. ~ Dallas, TX 75229
Tel. (214) 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 11/09/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mc f adden and Mi 11 er
TICKET NO.: 359999 CONCRETE SUPPLIER: Txz
AMBIENT TEMP.(°F): 73 PLANT/TRUCK: 141 66
CONCRETE TEMP.(°F): 84 MIX ID NUMBER: 8205
TIME BATCHED: 11:44 a.m. AIR (%): 3 . 5 (ASTM C 231)
TIME SAMPLED: 12:05 p.m. WATER ADDED (gal): 0
WEATHER CONDITION: Partly cloudy SLUMP (inches): 4 (ASTM C 143)
LOCATION OF PLACEMENT: Paving-parking lot, 6' S by 200' W from SE corner of
building pad
~' CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (3500 psi! 28 days )
CYLINDER AGE 1 DATE TOTAL LOAD COMPRESSIVE Percent of Design Strength
NUMBER (Days) TESTED (pounds) STRENGTH (%)
-_. , -_- --- - _- _ . __ (Psi}
--
4B -- 28_ f 1~i16/06 , 105,-_740 3740.._.._ L_
_ _____ _- 2;7/06 _ 138,690 -. __4910
__ 4C ', 28 _. ___12/7./_0_6 138_, 50J- -_- 490.0
- ---
4D Hold I-_- _
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 Commercia'i - Ken ?]ewman
Mefadden & Miller - Jon Jacobson
~'~ty of Coppell - Larry Davis
10 7 $ - ---
140~ _
14.Q ° ------- --- ~I
_ J
FARGO CONSULTANTS, INC.
Checked by:
Gary Moo C.E.T.
CMT Manager
Geotechnical Engineering i Construction Materials Testing i Environmental Services
www. da!lasiargo. com
gyp.:.. N>.
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F'A4LU0 CGty aULTAN 5, INC.
11440_ Reeder Rd. ~ Dallas, TX 75229
Tel. (2 t4) 352-4100 ~ Fax (214) 352-481 I
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commerc;~al Sample Date: i1 %09/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 360136 CONCRETE SUPPLIER: Txz
AMBIENT TEMP.(°F): 73 PLANT/TRUCK: 141 / 715
CONCRETE TEMP.(°F): 84 MIX ID NUMBER: 8205
TIME BATCHED: 1:24 p.m. AIR(%): 3.6 (ASTMC231)
TIME SAMPLED: 1 : 55 p.m. WATER ADDED (gal): 0
WEATHER CONDITION: Partly Cloudy SLUMP (inches): 4 (ASTM C 143)
LOCATION OF PLACEMENT: PavingiDrive, 20 ' S by 275' ~^1 from SE corner of
building pad
- --
' CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (3500 psil 28 days) '
~
CYLINDER I AGE DATE TOTAL LOAD ! COMPRESSIVE I Percent of Design Strength ~
NUMBER (Days) TESTED ~~, (pounds) STRENGTH ~ (%)
- - - - - - -- - -- _- _ s i )- - -
5 A-- ~-- --_ __7 - : 11 i 16 l ~ 6 --10 < < $ 6 0 3 7 i 0 --- ---- -- 10.6 ~ - -- -
5B -~ -2.8 ._ 12!71'OE 1.391-0.00 _ - .' __ 4920 - - ' - ---- 1.41 °-----
_. 5C I 2.8-- 12/7;06 --135,430__- -- 4790 ~-- _--137--- -_
5D ~ Hold
- -- - -- _ - - --
_ -- - - ---. _i -
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:
{olt Lansford Commercial - Ken Newman
P~icfadden & 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
,._.....
Y....
' j 11440 Reeder Rd. • Dallas, TX 75229
Fe~tc~o ooxsvr.~wxTS, iac. Tel. (214) 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 11/09/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 359442
AMBIENT TEMP.(°F): 66
CONCRETE TEMP.(°F): 73
TIME BATCHED: 6:06 a.m.
TIME SAMPLED: 6:35 a.m.
WEATHER CONDITION: Cloudy
LOCATION OF PLACEMENT: Paving-parking lot,
building pad
CONCRETE SUPPLIER: Txz
PLANTITRUCK:141 / 64
MIX ID NUMBER: 8205
AIR (%): 3 . 5 (ASTM C 231)
WATER ADDED (gal): 0
SLUMP (inches): 4 (ASTM C 143)
20'S by 35'W from SE corner of
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
(%)
1A 7 11 16 06 108 770 3850 110
1B 28 12 7 06
1C 28 12 7 06
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 Moor C.E.T.
CMT Manager
Geotechnical Engineering i Construction Materials Testing ~ Environmental Services
www. dallasfargo. com
:............
Y.....
j 11440 Reeder Rd. • Dallas, TX 75229
gnxao ooxsvzTaxTS, ixc. Tel. (214) 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 11/09/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mc f adden and Mi 11 er
TICKET NO.: 359595
AMBIENT TEMP.(°F): 70
CONCRETE TEMP.(°F): 78
TIME BATCHED: 7 : 57 a.m.
TIME SAMPLED: 8:30 a.m.
WEATHER CONDITION: Partly Cloudy
LOCATION OF PLACEMENT: Paving-parking lot,
building pad
CONCRETE SUPPLIER: Txz
PLANT/TRUCK:141 / 71
MIX ID NUMBER: 8205
AIR (%): 3 . 6 (ASTM C 237)
WATER ADDED (gal): 0
SLUMP (inches): 4 1/2 (ASTM C 743)
40'S by 90'W from SE corner of
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
(°k)
2A 7 11 16 06 93 780 3320 95~
2B 28 12 7 06
2C 28 12 7 06
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
Geotechnical Engineering i Construction Materials Testing i Environmental Services
www. dallasfargo. com
-: _.
..i..._,.....
11440 Reeder Rd. • Dallas, TX 75229
FAR.(30 OON6ULTANTB, INO. Tel. (214) 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 11/09/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mc f adden and Mi 11 er
TICKET NO.: 359780
AMBIENT TEMP.(°F): 71
CONCRETE TEMP.(°F): 79
TIME BATCHED: 9:35 a.m.
TIME SAMPLED: 10:35 a.m.
WEATHER CONDITION: Partly Cloudy
LOCATION OF PLACEMENT: Paving-parking
building pad
CONCRETE SUPPLIER: Txz
PLANT/TRUCK:141 / 65
MIX ID NUMBER: 8205
AIR (%): 3 . 5 (ASTM C 231)
WATER ADDED (gal): o
SLUMP (inches): 4 1 /2 (ASTM C 143)
lot, 25'S by 130'W from. SE corner of
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 11 16 06 106 920 3780 108
3B 28 12 7 06
3C 28 12 7 06
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
Y.....
j 11440 Reeder Rd. • Dallas, TX 7_5229
FAR.(30 OONBULTANTS, iNa. Tel. (214) 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 11/09/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mc f adden and Mi 11 er
TICKET NO.: 359999
AMBIENT TEMP.(°F): 73
CONCRETE TEMP.(°F): 84
TIME BATCHED: 11 :44 a.m.
TIME SAMPLED: 12:05 p . m.
WEATHER CONDITION: Partly Cloudy
LOCATION OF PLACEMENT: Paving-parking lot,
building pad
CONCRETE SUPPLIER: Txz
PLANTITRUCK:141 / 66
MIX ID NUMBER: 8205
AIR (%): 3 . 5 (ASTM C 231)
WATER ADDED (gal): 0
SLUMP (inches): 4 (ASTM C 143)
6'S by 200'W from SE corner of
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
DESIGN STRENGTH OF CONCRETE (3500 psil 28 days )
CYLINDER
NUMBER AGE
(Days) DATE
TESTED TOTAL LOAD
(pounds) COMPRESSIVE
STRENGTH
si Percent of Design Strength
(%)
4A 7 11 16 06 105 740 3740 107
4B 28 12 7 06
4C 28 12 7 06
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 Manager
Geotechnical Engineering ~ Construction Materials Testing i Environmental Services
www.dallasfargo.com
i
11440 Reeder Rd. • Dallas, TX 75229
- __ __ ___
FAx.oo ooxsvt.2pxTS, rrre. Tel. (214) 352-4100 • Fax (214) 352-4811
CONCRETE COMPRESSIVE STRENGTH REPORT
CLIENT: Holt Lunsford Commercial Sample Date: 11/09/06
PROJECT: Coppell Trade Center Building D Project No.: M06-1165
Coppell, Texas
CONCRETE INFORMATION
CONTRACTOR: Mcfadden and Miller
TICKET NO.: 3 6 013 6
AMBIENT TEMP.(°F): 73
CONCRETE TEMP.(°F): 84
TIME BATCHED: 1:24 p.m.
TIME SAMPLED: 1 : 55 p.m.
WEATHER CONDITION: Partly Cloudy
LOCATION OF PLACEMENT: Paving/Drive,
building pad
CONCRETE SUPPLIER: TXI
PLANT/TRUCK:141 / 715
MIX ID NUMBER: 8205
AIR (%): 3 . 6 (ASTM C 231)
WATER ADDED (gal): o
SLUMP (inches): 4 (ASTM C 143)
20'S by 275'W from SE corner of
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
(%)
5A 7 11 16 06 104 860 3710 106
5B 28 12 7 06
5C 28 12 7 06
5D Hold
Cylinders Type: Nominal Cylinder Size 6"X12" (ASTM C 39)
Specifications: Making and curing (ASTM C 31) Testing Methods (ASTM C 39)
Ret~'airt~s:
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 ~ Environmental Services
www.dallasfargo.com
;.
_~..
,/ _ _.
•
F1iRQ0 CONB>3LTANTB, INC.
11440 Reeder Rd. • Dallas, Texas 75229
Tel. 214-352-4100 Fax. 214-352-4811
Page 1 of 1
WATER PRESSURE INJECTION
OBSERVATION REPORT
Client: Holt Lunsford Commercial
Project: Coppell Trade Center Building D
Coppell, Texas
Date of Service: 11/09/06
Project No: M06-1165
Injection Contractor: Mcfadden & Miller
Location: Building pad -west half
Area injected previously: Approximately 45,450 square feet of 2rd pass
Area injected (on this day): Approximately 6,000 / 12,000 square feet of 2°d and 3rd pass
Area injected (to date): Approximately 45,450 square feet of 2°d and 3ra pass
Gallons of Water used: 58,000
Surfactant Used: lgallon / 3,500 gallons of water
Injection Pressure (psi): 90
Injection Probe Spacing (feet): 5
Injected Depth Interval (in.) until refusal: 12
Total Depth of Injection (feet): 12
Remarks:
Time
Start 7:30 a.m. / 2:30 p.m.
End 10:00 a.m. / 3:00 p.m.
Technician: Gary Moore, C.E.T.
Specified Requirements
as per manufacturer
50 psi-100psi
5 feet (max.)
12 inches
12 feet
Water Meter Reading
8939600
8945600
/'1M
Checked by:
Distribution: Holt Lansford Commercial -Ken Newman
Mcfadden & Miller -Jon Jacobson
City of Coppell -Lee Stone
L[MITATIONS: This report presents test results (at particular locations noted) based on data obtained from specific samples selected For testing. Fargo Consultants, Inc. assumes no
responsibility for variation in quality, performance, feature or conditions beyond its control. This report is for the exclusive use of the person(s) to whom it is addressed
and may no[ be reproduced except in full without the written approval of Fargo Consultants, Inc.
Geotechnical Engineering • Construction Materials Testing • Environmental Services
www.dallasfargo.com