First Methodist-LR0112171 "e"
Wnm',
Ste asuru
Slump one
i IJagsl
.cs:ed
,:al LmJ
i US.]
<b :nnre.vs :cc St/vomit
I LI, Sq. In.l
tr:nerxs
FMC 89
0000
11/23/01
107,860
3,820
FMC 90
12/14/01
133,260
4,710
FMC 91
6:
12/14/01
148,080
5,240
FMC 92
HOLD
Test Methods Utilized
Fracture Reg lac
Cylinders Made By: MR
A STM C3 I.0 -39.0 -143
(Unless Now U:herv:se:
Construction Materials Tesdng
and Environmental Consulting
10044 Monroe Drive
REPORT OF CON
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:
Texas CMT, Inc.
1.2
5 _allots
Dallas, Texas 75229
Source
I lcscnpnnn
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
mber 2001 Date Concrete
irst Uni -d Methodist Church Coppell
First United Methodist Church N
Hill Wilkinson Ltd.
MC #7
',SD Reich wls
LbsICUYJI
arking Lot
Reviewed by:
(214) 352-6957
OBSERVATION
ed: November 16, 2001
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 1'7•):
Total Cubic Yards Placed:
Required Strength (Lbs.isq. in .1
Fax (214) 352-6972
07 :09 am
07:4) am
190' N. 220' W. of corner of Bethel Scho
Rd. Heartz Rd.
956/7110884
63 °F
72 °F
6"
Cloudy
06:00 am
02:30 pm
2.75%
70
4,000
Standard o'x12"
Area 28.27 Square Inches
Concrete Report No.: 23
Project No.: 201 -0177
'II letters and reports arc for the exclusive the whom hey tic eddreased and shall t be reproduced without the 11l approval ot T GMT Inc The use of our name must me u pproval Our
ietten end rUpor¢ apply Only 10 I he sample weird M ere ohser d and re net necessarily Indwove of she quantities or apparently Identical or similar produces Ve
\peranon
Norma
Measure
Slump uu.,
�Unyst
Rural
Total load
tl.bs.l
',impressive Sireneth
I.bs, Sq. In. l
.uvarxe
FMC 93
GOGO
r r, N x
11;23/01
109,860
3,890
FMC 94
12/14/01
136,460
4,830
FMC 95
6
12/14/01
145,300
5,140
FMC 96
HOLD
r.., Methods Utilized
Fracture ace mr
Cylinders Made By: MR
eiTM C-3I.C- 39.C-1i
t Unless Noted onerwiso
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive Dallas, Texas 75229
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:
Texas CMT, Inc.
Texas CMT, Inc.
(214) 352-6957
December 17, 2001 Date Concrete Placed: November 16, 2001
First United Methodist Church Coppell
First United Methodist Church New Parking Lot
Hill Wilkinson Ltd.
LMC #7
Pavement firelane
12
illons
M nrce,
Description
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
,SD Bath \k
I Ina ol'dt
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
Total Cubic Yards Placed:
Required Strength (Lbs. /sp.in.)
08:53 am
09:35 am
220' N. 280' W. of corner of Bethel Scho
Rd. Heartz Rd.
955/7110900
70 °F
75 °F
6
Cloudy
06:00 am
1)2:30 pm
160
4,000
\II Icners and repons ere IDr the e xclusive use ut the than co whom they a.e addressed ntd 'hall no, he reproduced without the Nil approvel or Texas CMT. Inc. The use of our ust ree
letters and rtitOitt apply only m tae tamp
tested :mdmr observed and are not necessarily radicalise Dr the quantities of apparently identical or similar product
Fax (214) 352-6972
Standard 6 "x12"
Area 28.27 Square Inches
Concrete Report No.: 24
Project No.: 201 0177
ur prior written approval. Our
'Stunner
\ieasu rea
Slump can.
\yc
Iluvsl
iuc
csted
'Lanai Load
'labs.]
aimpressive renelh
Lbs..Sq. Ind
I«nsurks
FMC 97
FMC 98
FMC 99
FMC 100
6
t
28
28
H
11/23/01
12/14/01
12/14/01
HOLD
109.980
147,820
145,520
3,890
5,230
5.150
fest Methods Utilized
ASTM C-31 ,C-39.(S-
Fracture flee Iar
Notes Othersei
runless Nom w'
Cylinders Made By: MR
cC:
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
MATERIALS
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Pine Aggregate:
Admixtures:
Added Water:
Dallas, Texas 75229
REPORT OF CONCRETE MIX OBSERVATION
December 17, 2001
First United Methodist Church- Coppell
First United Methodist Church New Parking Lot
Hill Wilkinson Ltd.
LMC #7
Pavement firelane
12
gallons
source,
Description
Remarks and /or Distribution:
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.
Texas CMT, Inc.
SSD Bard, W ts.
lbs,CuYd)
Date Concrete Placed: November 16, 2001
Reviewed by:
(214) 352 -6957
OBSERVATION DATA
Time Sample Batched:
Time Sampled:
Sample Location:
Truck /Ticket No:
Temperature:
Ambient Range:
Concrete Range:
Slump Range t inches):
Weather Conditions:
Time Started:
Time Completed:
Sample Air Content
Total Cubic Yards Placed:
Required Strength (Lbs.isq.in.):
09:40 am
10:25 am
310' N. 290' W. of corner of Bethel Scho
Rd. Heartz Rd.
1039/7110906
Fax (214) 352-6972
09 °F
75 °F
6"
Cloudy
06:00 ain
02:30 pm
1.5%
220
4.000
Standard 6 "x12"
Area 28.27 Square Inches
Concrete Report No.: 25
Project No.: 201 -0177
A ll letters and repons are 1°r rile exclusive use tit the Own( to whom r la cv are addressed' and shall not he reproduced without the full approval of Texas CMT. Inc. The use of our usr serve our prior wrinen approval. Our
letters and IC lv s apply only m the sample tested and/or observed and art not necessarily indicative 01 the guanines of apparently Identical or similar products.
�um�Kr
st
Alump tii,
Da,/
f
r N N
rested
;.liar luau
I Lbs-1
,Morgan•, sl.eneth
il.hs.?Sq.ln.I
FMC 101
FMC 102
FMC 103
FMC 104
61/2"
11/23/0i
12/14/01
12/14/01
HOLD
95,040
116,280
117,020
3,360
4,110
4,140
rest Methods Utilized
iSTM C -31 .0 -39.C- L-U
Ere ore Nee tar
Lnless Nowt Otherwrsea
Cylinders Made By: MR
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive
Dallas, Texas 75229
Texas CMT, Inc.
(214) 352-6957 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: December 17, 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.: 26
Contractor: Hill Wilkinson Ltd. Project No.: 201 -0177
Concrete Supplier and Plant: LMC #7
Location of Placement: Pavement
MATERIALS
Mix Number:
Cement
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
Added Water:
Remarks and/or Distribution:
co:
Texas CMT, Inc.
11 gallons
nn«e
Description
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
SSD natal,
Lbs
Renewed 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: 64 °F
Concrete Range: 71 °F
Slump Range (inches): 61/2"
Weather Conditions: Cloudy
Time Started: 06:00 am
Time Completed: 02:30 pin
Sample Air Content (%n): 2%
Total Cubic Yards Placed: 50
Required Strength (Lbs. /sq.in.): 3.000
All letters and tenons arc for the exclusive use lit the client to whom they art a &tressed and shall not be reproduced without to hill' approval of Texas CMT, Inc. The use or our name must receive our prior wrinen approval. Our
letters and reports apply only m the sam ple toted andror observed and are not necessarily indicative of the quantities of apparently identical or similar products.
i .e l
iwr
let
',lump au
Maus)
sled
anal Lmo
tilts.)
p ve t engln
Lh _,Sq. In 1
"1 arc.
FMC 105
r
N ri
11/23/01
98,320
3,480
FMC 106
[2/14/01
136,120
4,810
FMC 107
12/14/01
135,660
4.800
FMC 108
HOLD
less Methods Utilized
Fracture Reul lar
a.STM r. rates.0 -1
i mess Nni d Otherwise/
Cylinders Made By: MR
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive
MATERIALS
Mix Number:
Ccinent:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
:\tlln ixm res:
added Water:
Remarks and /or Distribution:
CC:
Texas GMT, Inc.
Dallas, Texas 75229
11 e: llons
Mr. John Rosenberg First United Methodist Church 2)
Mr. Rat/ 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.
LSD Itamh W
,I is.l turd)
Reviewed by:
(214) 352-6957
OBSERVATION DATA
Time Sample Batched: 11:54 am
Time Sampled: 12:50 pm
Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: December 17, 2001 Dace 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.: 27
Contractor: Hill Wilkinson Ltd. Project No.: 201 -0177
Concrete Supplier and Plant: LMC #7
Location of Placement: Pavement fire lane
Sample Location: 390' N. 290' W. u[' corner of Bethel Scho
Rd. Heartz Rd.
Truck /Ticket No: 938/7110922
Temperature:
Ambient Range: 74 °F
Concrete Range: 76 °F
Slump Range (inches): 5"
Weather Conditions: Cloudy
rime Started: 06:00 ant
Time Completed: 02:30 pm
Sample Air Content 2 %d
Total Cubic Yards Placed: 310
Reuuued Strength (Lbs. /sn.in.): 4.000
\II lepers and repans are mr,he exclusive rice or the he111 TO w hom they ice addressed .md shall no, Pc reproduced without the NII approval of Texas CMT. Inc. The use of our Our out prior nn ten approval. Q
letters and reports apply only to the semplc tested anamr observed and are not necessarily indkarve m me wa nn= et apparently identical ors similar products