First Methodist-LR011127Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352-6972 www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: November 27. 2001 Date Concrete Placed: November 14, 2001 Standard 6
Client: First United Methodist Church Coppell Area 2827 Square Inches
Project: First United Methodist Church New Parking Lot Concrete Report No.: 18
Contractor: Hill Wilkinson Ltd. Project No.: 201 -0177
Concrete Supplier and Plant: LMC #6
Location of Placement: Pavement
MATERIALS
Mix Numher:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
\dried Water:
Remarks and /or Distribution:
cc:
Texas CMT, Inc.
38
0 gallons
Source.' SSD Batch Wts
Descnpuon l Lbs /CuYd)
Texas CMT, Inc.
Mr. John Rosenberg First United Methodist Church (2)
Mr. Ray Larson First United Methodist Church
Mr. Eric Royal Royal General Contractors
Mr. Larry Davis City of Coppell
Mr. Bob Colon Hill Wilkinson
Reviewed by:
OBSERVATION DATA
Time Sample Batched: 06:50 am
Time Sampled: 07:45 am
Sample Location: 200' N. 185' W. of corner of Bethel Scho
Rd. Heartz Rd.
Truck /Ticket No: 1090/6164362
Temperature:
Ambient Range:
Concrete Range:
Slump Range (inches):
Weather Conditions:
Time Started:
Time Completed:
Sample Air Content
Total Cubic Yards Placed:
Required Strength (Lbs. /sq.in.):
62 °F
72 °F
6/
Cloudy
06:00 am
02:30 pm
4%
30
3.000
ill !criers and reports dry ],r he exclusive use or the client o whom they arc addressed' and shall not be reproduced without he mu approval of Texas CMT. Inc. The use at our m 1 our prior xrman' approval. Our
utters and reports apply only o the sample tested'.ind /or observed and are not necessarily indicative et the quantities of apparently idem iui ors similar products
'.leasurce
a lump 'in.i
ivv
D.nc
Nested
rout Load
ILbs.l
mnrcarve Slrenglh
11.b So In.;
FMC 69
7
11/21/01
92,260
3,260
FMC 70
28
12/12/01
FMC 71
61/2"
28
12/12/01
FMC 72
H
HOLD
Test Methods Utilized
Fracture Reg lar
Made By: MR
dSTM C- 3IC. -39.0 -143
1Jnless Noted Otherwisci
Cylinders
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352-6972 www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: November 27. 2001 Date Concrete Placed: November 14, 2001 Standard 6
Client: First United Methodist Church Coppell Area 2827 Square Inches
Project: First United Methodist Church New Parking Lot Concrete Report No.: 18
Contractor: Hill Wilkinson Ltd. Project No.: 201 -0177
Concrete Supplier and Plant: LMC #6
Location of Placement: Pavement
MATERIALS
Mix Numher:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
\dried Water:
Remarks and /or Distribution:
cc:
Texas CMT, Inc.
38
0 gallons
Source.' SSD Batch Wts
Descnpuon l Lbs /CuYd)
Texas CMT, Inc.
Mr. John Rosenberg First United Methodist Church (2)
Mr. Ray Larson First United Methodist Church
Mr. Eric Royal Royal General Contractors
Mr. Larry Davis City of Coppell
Mr. Bob Colon Hill Wilkinson
Reviewed by:
OBSERVATION DATA
Time Sample Batched: 06:50 am
Time Sampled: 07:45 am
Sample Location: 200' N. 185' W. of corner of Bethel Scho
Rd. Heartz Rd.
Truck /Ticket No: 1090/6164362
Temperature:
Ambient Range:
Concrete Range:
Slump Range (inches):
Weather Conditions:
Time Started:
Time Completed:
Sample Air Content
Total Cubic Yards Placed:
Required Strength (Lbs. /sq.in.):
62 °F
72 °F
6/
Cloudy
06:00 am
02:30 pm
4%
30
3.000
ill !criers and reports dry ],r he exclusive use or the client o whom they arc addressed' and shall not be reproduced without he mu approval of Texas CMT. Inc. The use at our m 1 our prior xrman' approval. Our
utters and reports apply only o the sample tested'.ind /or observed and are not necessarily indicative et the quantities of apparently idem iui ors similar products
vunnnr
desautn
'lumpLn.
IDaysl
U .ne
Red
1otal Load
LLbs.l
Compressive Strength
iLbszSgln_t
"rt'ta x
FMC 73
7
11/21/01
112,440
3,980
FMC 74
28
12/12/01
FMC 75
5
28
12/12/01
FMC 76
H
HOLD
rev Methods Unlined
ASTM C-31.(2.-39,C 11}
Fracture Reg tar
(Inless Voted Olherwisel
Cylinders Made By: MR
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive Dallas, Texas 75229 (214) 352 -6957
REPORT OF CONCRETE MIX OBSERVATION
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant
Location of Placement
MATERIALS
Mix Number:
Cement
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine .Aggregate:
Admixtures:
dded Water:
Remarks and /or Distribution:
cc:
42
11 gallons
Source
Description
November 27, 2001 Date Concrete Placed: November 14, 2001
First United Methodist Church Coppell
First United Methodist Church New Parking Lot
Hill Wilkinson Ltd.
LMC #6
Pavement firelane
Mr. John Rosenberg First United Methodist Church (2)
Mr. Rav Larson First United Methodist Church
Mr. Eric Royal Royal General Contractors
Mr. Larry Davis City of Coppell
Mr, Bob Colon Hill Wilkinson
Texas CMT, Inc.
\II letters and repons arc !or the ex clusive rise tit the diem to whom the
Texas CMT, Inc.
SSD Batch Wis.
LbsiCuYdl
Reviewed by:
Fax (214) 352-6972 www .texascmt.com
OBSERVATION DATA
Time Sample Batched:
Time Sampled:
Sample Location:
Truck /Ticket No:
Temperature:
Ambient Range:
Concrete Range:
Slump Range (inches):
Weather Conditions:
Time Started:
Time Completed:
Sample Air Content
Total Cubic Yards Placed:
Required Strength (Lbs. /sq.in.):
08:34 am
09:20 am
250' N. 160' W of corner of Bethel Scho
Rd. Heartz Rd.
761/6164374
65 °F
72 °F
5"
Cloudy
06:00 am
02:30 pm
2%
50
4,000
all not be reproduced without the null approval of Texas CMT, Inc. The use or our name must renew
etters and reports apply only to the sxinple tesiN and /or observed and are not necessarily indicative of the quantities of apparently Identical or similar products.
Standard 6 "x12"
Area 28.27 Square Inches
Concrete Report No.: 19
Project No.: 201 -0177
ur prior wnuen -approval. Our
Vintimr
4opur.J
Slump unl
\ee
iDaysl
Awe
.coed
Leal Load
rLbs.l
Cumprc ve Strength
I Lbsf,Syln.i
.un arks
FMC 77
7
11/21/01
82,840
2,930
FMC 78
28
12/12/01
FMC 79
5
28
12/12/01
FMC 80
H
HOLD
Test Methods Utilized
Fracture Reg lar
\STM r'at.cay.0 -i�;
i unmss Noted otherwise,
Cylinders Made By: MR
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957
REPORT OF CONCRETE MIX OBSERVATION
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
MATERIALS
Mix Number:
Cement
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
Added Water:
Remarks and /or Distribution:
Cc
Mr. John Rosenberg First United Methodist Church (2)
Mr. Ray Larson First United Methodist Church
Mr. Eric Royal Royal General Contractors
Mr. Larry Davis City of Coppell
Mr. Bob Colon Hill Wilkinson
Texas CMT, Inc.
38
Source,
Description
II gallons
Texas CMT, Inc.
November 27, 2001 Date Concrete Placed: November 14, 2001
First United Methodist Church Coppell
First United Methodist Church New Parking Lot
Hill Wilkinson Ltd.
LMC #6
Pavement
SSD Batch W rs.
tLbsiCuYd)
Reviewed by:
OBSERVATION DATA
Time Sample Batched:
Time Sampled:
Sample Location:
Truck /Ticket No:
Temperature:
Ambient Range:
Concrete Range:
Slump Range (inches):
Weather Conditions:
Time Started:
Time Completed:
Sample Air Content To):
Total Cubic Yards Placed:
Fax (214) 352 -6972 www .texascmt.com
Required Strength (Lbs. /sq.in.): 3.000
\u letters and reports .n air the exclusive use or the anent to whom they are addressed and shall not be reproduced without the tun approval of Tens CMT. Inc The use of our
Inters and repots apply only To the sample tested and/or observed and are not necessarily indlcaove tit the quantities or apparent/it identical or
7 v
am
10:30 am
90' N. 30' W. at corner of Bethel School
Rd. Heartz Rd.
805/6164382
68 °F
72 °F
Cloudy
061)0 am
02:30 pm
276
120
ar prod
Standard 6 "x12"
Area 28.27 Square Inches
Concrete Report No.: 20
Project No.: 201 -0177
our prior inen approval. Our
a..,..e.
aeau,ml
Slump nn.i
Uav°I
:rate
cued
[Mai Load
J.bsl
Ornerier)) Impressive Ornerier))
Ibs. Sq_IILI
i.•narks
FMC 81
7
11/21/01
91,020
3,220
FMC 82
28
12/12 ;01
FMC 83
71/4"
28
12/12/01
FMC 84
1
HOLD
rest Methods lliilized
Fracture Re e lar
a STM Gal C- 39.12-1
,unless voted otherwise)
Cylinders Made By: MR
MATERIALS
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
Added Water:
CC:
Texas CMT, Inc.
Construction Materials Testing
and Environmental Consulting
Remarks and/or Distribution:
Texas CMT, Inc.
10044 Monroe Drive Dallas, Texas 75229 (214) 352 -6957 Fax (214) 352-6972 www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: November 27, 2001 Date Concrete Placed: November 14, 2001 Standard 6 "x12"
Client: First United Methodist Church Coppell Area 28.27 Square Inches
Project: First United Methodist Church New Parking Lot Concrete Report No.: 21
Contractor: Hill Wilkinson Ltd. Project No.: 201 -0177
Concrete Supplier and Plant: LMC #6
Location of Placement: Pavement
Source, SSD Batch Wis.
[lewrlpnnn I Lbw Cu Yd)
Time Sample Batched: 11:04 am
Time Sampled: 11:50 am
Sample Location: 100' N. 110' W. of corner of Bethel Scho
Rd. Heartz Rd.
Truck /Ticket No: 982/6164402
Temperature:
Ambient Range: 70 °F
Concrete Range: 72 °F
Slump Range (inches): 7'4'
Weather Conditions: Cloudy
Time Started: 06:00 am
10 gallons Time Completed: 02:30 pm
Sample Air Content 2
Total Cubic Yards Placed: 210
Mr. John Rosenberg First United Methodist Church (2)
Mr. Ray Larson First United Methodist Church
Mr. Eric Royal Royal General Contractors
Mr. Larry Davis City of Coppell
Mr. Bob Colon Hill Wilkinson
Reviewed by:
OBSERVATION DATA
WI letters and reports are car Ow exclusive use of Ow client to whom Ihey are addressed and shall not be reproduced without the tull approval or Texas CMT. Inc. The use of ou r name must receive Ir pr tor carmen approval. our
levers and report apply only o the sample te.md and/or observed and are not necessarily radiative or me quantities or apparently identical or similar products.
oe,
Mca,ured
nlump i in
tee
iLrn
hoc
ia,w
ml lim
,impressive drench
one .Sq.In.l
1 s
FMC 85
W W
a N
11 /21/01
103,920
3,680
FMC 86
12/12/01
FMC 87
6
12/12/01
FMC 88
HOLD
rest Methods Utilized
Fracture Reg tar
aSTM C- 31 .C- 39.C-143
(Unless Noted Otherwise,
Cylinders Made By: MR
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352 -6972 www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date:
Client.
Protect
Contractor:
Concrete Supplier :Intl Plant
Location of Placement
MATERIALS
Mix Numher:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate: tu
Admixres:
1
Added Water:
Remarks and /or Distribution:
CC:
Texas CMT, Inc.
November 27, 2001 Date Concrete Placed: November 14, 2001
First United Methodist Church Coppell
First United Methodist Church New Parking Lot
Hill Wilkinson Ltd.
LMC #6
Pavement tirelane
a2
0 gallons
Yonne!
Ducreption
Mr. John Rosenberg First United Methodist Church 2)
Mr. Rav Larson First United Methodist Church
Mr. Eric Royal Royal General Contractors
Mr. Larry Davis City of Coppell
Mr. Bob Colon Hill Wilkinson
Texas CMT, Inc.
SSD Bate;, Wts
ILbs,Ia1
Reviewed by:
OBSERVATION DATA
Time Sample Batched:
Time Sampled:
Sample Location:
Truck /Ticket No:
Temperature:
Ambient Range:
Concrete Range:
Slump Range (inches):
Weather Conditions:
Time Started:
Time Completed:
Sample Air Content (r%p):
Total Cubic Yards Placed:
73 °F
75 °F
6
Cloudy
06:00 am
02:30 pm
2 %p
120
Required Stren (Lbs. /sq.in.): 4,000
[2:07 pm
12:50 pm
135' N. 95' W
Rd. Heartz Rd
975/3136847
tb letters and repons ere for the exewsm° opt tit me client rn
letters and reports appl plc tested and/or observed and are not necessarily Indicative of the quantities at apparently identical or similar products.
Standard 6 "x12"
Area 28 27 Square Inches
Concrete Report No.: 22
Project No.: 201 -0177
corner of Bethel Schoo
re .addressed and shall not be reproduce without the toll approval of Texas CMT. Inc. The use of our name must receive our prior wnnen approval. Our
b., osr
vmp..,.,
see
.Dave
t.ue
,nand
Thial load
.Lhs.t
I btrnoressise 1Renelh
lbs..Sq In
loots
FMC 89
7
11/23/01
107,860
3,820
FMC 90
28
12/14/01
FMC 91
6
28
12/14/01
FMC 92
H
HOLD
test Methods Utilized
Fracture Regular
1STM C 31.C-39.C-1 3
(Unless Noted othetwlset
Cylinders Made By: MR
Construction Materials Testing
and Environmental Consulting
MATERIALS
Mix Nmnller:
Cement
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
,dded Water:
Remarks and /or Distribution:
cC:
42
5 gallons
Source! SSD Batch Wls.
Dear'puon Lbs/CuYd)
Mr. John Rosenberg First United Methodist Church (2)
Mr. Ray Larson First United Methodist Church
NIr. Eric Royal Royal General Contractors
Mr. Larry Davis City of Coppell
Mr. Bob Colon Hill Wilkinson
Texas CMT, Inc.
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352-6972 www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: November 27. 2001 Date Concrete Placed: November 16, 2001 Standard 6'x12"
Client: First United Methodist Church Coppell Area 28.27 Square Inches
Project First United Methodist Church New Parking Lot Concrete Report No.: 23
Contractor: Hill Wilkinson Ltd. Project No.: 201 -0177
Concrete Supplier and Plant LMC #7
Location of Placement Pavement firelane
OBSERVATION DATA
Time Sample Batched: 1)7 :09 am
Time Sampled: 07:41) am
Sample Location: L90' N. 220' W. of corner of Bethel Scho
Rd. Heartz Rd.
Truck/Ticket No: 956/7110884
Temperature:
Ambient Range: 63 °F
Concrete Range: 72 °F
Slump Range (inches): 6"
Weather Conditions: Cloudy
Time Started: 06:00 am
Time Completed: 02:30 pm
Sample Air Content 2.75%
Total Cubic Yards Placed: 70
Required Stren Lbs. /sq. in 4: 4, 000
'Se
Texas GMT, Inc. Reviewed by:
I I letters and reports .uc Ir r the exclusive use of rte client to whom they are eddresscd aM shall not be reproduced without the full approval of Texas CMT. Inc. The use or our name must receive nut prior wrinen approval. Our
letters and eports apply only to the sample tested and/or observed and are not necessarily Indicative of the quantities of apparently identical or similar products.
_u
r. mlpt
IIt Pe I"
�sl.d
ml Load
n ,Lbsl
r d mnresnve wenerh
Los. S In .l
ncnss
FMC 93
7
11/23/01
109,860
3.890
FMC 94
28
12/14/01
FMC 95
6
28
12/14/01
FMC 96
H
HOLD
Test Methods Utilized
Fracture Reg lac
\STM C-3I- C- 39.0 -IJ1
IUnless Noted Otherwise)
Cylinders Made By: MR
Construction Materials Testing
and Environmental Consulting
VIATERIALS
Mix Number
Cement
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
Added hater:
12
15 gallons
Source.: 'LSD Batch Wts
Descnption 1I.bsiCuYdt
Texas CMT, Inc.
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352 -6972 www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: November 27, 2001 Date Concrete Placed: November 16, 2001 Standard 6 x12"
Client: First United Methodist Church Coppell Area 28.27 Square Inches
Project First United Methodist Church New Parking Lot Concrete Report No.: 24
Conn Hill Wilkinson Ltd. Project No.: 201 -0177
Concrete Supplier and Plant: LMC #7
Location of Placement: Pavement firelane
OBSERVATION DATA
Time Sample Batched: 08:53 am
Time Sampled: 09:35 ale
Sample Location: 220' N. 280' W. of corner of Bethel Scho
Rd. Heartz Rd.
Truck /Ticket No: 955/7110900
Temperature:
Ambient Range: 70 °F
Concrete Range: 75 °F
Slump Range (inches): 6"
Weather Conditions: Cloudy
Time Started: 06:00 am
Time Completed: 02:30 pm
Sample Air Content 2%
Total Cubic Yards Placed: 160
Required Strength (Los. /sq.in.): J (10(l
Remarks and/or Distribution:
cc:
Mr. John Rosenberg First United Methodist Church (2)
Mr. Ray Larson First United Methodist Church
Mr. Eric Royal Royal General Contractors
NIr. Larry Davis City of Coppell
Mr. Bob Colon Hill Wilkinson
Texas CMT, Inc.
Reviewed by:
all loiters and reports ate ror the exclusive use or the client to wham they are addressed mu shall not be reproduxed without the hill approval or Texas CMT. Inc. The use of our name must receive our prior written approval. Our
lenersand tenons apply only to the sample tested andlnr observed and are not necessarily Indicative 01 the quantities of apparently identical or similar products.
',nowt
\teas e.
'lump f in
We
1Dnsl
Luc
i iced
total Load
I Lb,.
ve Strength
lb.1Sq -In.l
1nalns
FMC 97
7
11 /23/01
109,980
3,890
FMC 98
28
12/14/01
FMC 99
6
28
12/14/01
FMC 100
H
HOLD
T v1 Methods Utilize1
Fractu re Reu tar
aSTM C- 11.Ca2C -i+!
I jnles .Noted Otherwise/
Cylinders Made By: MR
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352 -6972 www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: November 27. 2001 Date Concrete Placed: November 16, 2001 Standard 6 °x12"
Client: First United Methodist Church Coppell Area 28.27 Square Inches
Project: First United Methodist Church New Parking Lot Concrete Report No.: 25
Contractor: Hill Wilkinson Ltd. Project No.: 201 -0177
Concrete Supplier and Plant: LMC #7
Location of Placement: Pavement lirelane
MATERIALS
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
Added Water:
Remarks and /or Distribution
cc: Mr. John Rosenberg First United Methodist Church (2)
Mr. Ray Larson First United Methodist Church
Mr. Eric Royal Royal General Contractors
Mr. Larry Davis City of Coppell
Mr. Boh Colon Hill Wilkinson
Texas CMT, Inc.
32
0 gallons
nurse/
Description
RI levers and reports tic for the ercluslve use nr the client m whom they +re add
LSD Batch Wts
1 LbsiCu Yd)
Reviewed by:
Texas CMT, Inc.
OBSERVATION DATA
Time Sample Batched: 09:40 am
Time Sampled: 10:25 am
Sample Location: 310' N. 290' W. of corner of Bethel Scho
Rd. Heartz Rd.
Truck /Ticket No: 1039/7110906
Temperature:
Ambient Range: 69 F
Concrete Range: 75 °F
Slump Range (inches): 0"
Weather Conditions: Cloudy
Time Started: 06:00 am
Time Completed: 02:30 pm
Sample Air Content 1.5%
Total Cubic Yards Placed: 220
lull not he reproduced without the lull approval of Tools CMT. Inc. The use of our name must receive our prior writt en approval. Our
Inners and retorts apply only to the sample tested vnd /or observed and are not necessarily indicative of the quantities 01 apparently identical or similar products.
',MINI
Vemmcu
Slump to i
se
I Drvsl
!tee
resmd
he
Total ad
d.bs l
Compressive Slrenzth
t Lbs. Sy. In .1
°iej arks
FMC 101
7
11/23/01
95,040
3,360
FMC 102
28
12/14/01
FMC 103
61/2
28
12/14/01
FMC 104
H
HOLD
rest ,Methods Utilized
Fracture Reg lar
eSTM C31,C -39.0 -147
(Unless Note Otherwise)
Cylinders Made By: MR
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive Dallas, Texas 75229 (214) 352 -6957 Fax (214) 352-6972 www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: November 27, 2001 Date Concrete Placed: November 6, 2001 Standard o" s l2"
Client. First United Methodist Church Coppell Area 28 -27 Square Inches
Project: First United Methodist Church New Parking Lot Concrete Report No.: 26
Contractor: Hill Wilkinson Ltd. Project No.: 201 -0177
Concrete Supplier and :'lane LMC #7
Location of Placement Pavement
MATERIALS
Mix Number:
Cement:
Fly Ash:
Caarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
dn1xtures:
Added Water:
Remarks and /or Distribution:
cc: Mr. John Rosenberg First United Methodist Church (2)
Mr. Ray Larson First United Methodist Church
Mr. Eric Royal Royal General Contractors
Mr. Larry Davis City of Coppell
Mr. Bob Colon Hill Wilkinson
Texas CMT, Inc.
\II letters bud reports ert m, me
38
0 gallons
tient to hlioni hc s dr and shall not b epod M without the Ill approval 0 Texas GMT. Inc. The 1 our nanw nut recove rwr v
d tenons tpply only o the smple estednd /or IDServed n
totesaarlly indicative afley esotapparemY similar products.
l identical or rVro en'pprovL Our
Sources SSD Hatch W6.
Description LhsCuYd)
Texas CMT, Inc.
Reviewed by:
OBSERVATION DATA
Time Sample Batched: 07:46 am
Time Sampled: 08:35 am
Sample Location: 200' N. 215' W. of corner of Bethel Scho
Rd. Heartz Rd.
Truck /Ticket No: 959/7110890
Temperature:
Ambient Range: o4 °F
Concrete Range: 71 °F
Slump Range (inches): 6Th"
Weather Conditions: Cloudy
Time Started: 06:00 ate
Time Completed: 02:30 pm
Sample Air Content (y):
Total Cubic Yards Placed: 50
Required Strength (Lbs. /sq.in. r: 1000