First Methodist-LR011213.'cum" ,r,er
Measured
mp tin. r
\ge
Daysl
Date
rc,ted
foul Lad
!Lbs_ i
Compressive Strength
Lbs,Sq.in./
gemuks
FMC 69
7
11/21/01
92,260
3,260
FMC 70
61/2"
28
12/12/01
114,200
4,040
FMC 71
28
12/12/01
114,800
4,060
FMC 72
H
HOLD
Tees Methods Utilized
Fracture Regular
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
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:
1
9
Added Water:
Remarks and/or Distribution:
Texas CMT, Inc.
Ali
_a
December 1 001 Date Concrete PI
First United Methodist Church Coppel
First United Methodist Ch
LMC
Pavement
38
6
0 gallons
Source/ SSD Batch Wt.
Description (Lbs/CuYd)
P1 1
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.
Parking Lot
Reviewed by:
ERVATION
November 14, 2001
OBSERVATION DATA
Time Sample Batched: 06:50 am
Time Sampled: 07:45 am
Sample Location: 200' N. 185' W. of corner of Bethel School
Rd. Heartz Rd.
Truck/Ticket No: 1090/6164362
Temperature:
Ambient Range: 62 °F
Concrete Range: 72 °F
Slump Range (inches): 61/2"
Weather Conditions: Cloudy
Time Started: 06:00 am
Time Completed: 02:30 pm
Sample Air Content 4%
Total Cubic Yards Placed: 30
Req uired Strength (Lbs. /sq.in.): 3.000
Standard 6 "x12"
Area 28.27 Square Inches
Concrete Report No.: 18
Project No.: 201 -0177
All ,suers and reports are for We exclusive use of the diem to whom they art addressed and shall not be reproduced without the fua approval of Tease CMT, Inc The use of our name oust receive ow prior wnsten approval. Our
letters and reports apply only to We sample tested and/or observed and are not axvwarily indicative of the quantities of apparently identical or similar products.
.r
miter
`.Ieasured
slump lin.,
Days
Date
"aged
?cal load
Lbs_t
Compress, e Stren4N
Lbs.i Sq.ln,
temarks
FMC 73
7
11 /21/01
112,440
3,980
FMC 74
28
12/12/01
149,120
5,270
FMC 75
5
28
12/12/01
148,540
5,250
FMC 76
H
HOLD
Test Methods Utilized
Fracture Regular
ASTM C- 31.C.39.0 -143
(Unless Not 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: December 13, 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.: 19
Contractor: Hill Wilkinson Ltd. Project No.: 201 -0177
Concrete Supplier and Plant LMC #6
Location of Placement: Pavement firelane
MATERIALS
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
intermediate Aggregate:
Fine Aggregate:
Admixtures:
l
2
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.
Source/
Description
Texas CMT, Inc.
SSD Batch Wu.
Lbs/CuYd)
42 Time Sample Batched: 08:34 am
Time Sampled: 09:20 am
Sample Location: 250' N. 160' W. of corner of Bethel School
Rd. Heartz Rd.
Truck/Ticket No: 761/6164374
Temperature:
Ambient Range:
Concrete Range:
Slump Range (inches):
Weather Conditions:
Time Started:
0 gallons Time Completed:
Sample Air Content
Total Cubic Yards Placed:
Required Strength (Lbs. /s o.in.):
65 °F
72 °F
5"
Cloudy
06:00 am
02:30 pm
2%
50
4,000
OBSERVATION DATA
Reviewed by:
All letter and reports are for the exclusive use of the client to whom 0.ey are addressed and shall are be reproduced without the fall approve of Texas CMT, Inc. The use of our lame must remive our prior written approval. Our
Imes and reporu apply only to the ample sated and/or observed and are not ne wearily indicative of the quantities of apparently idmtiul or similar products.
R.nme
tleasurdl
lump nn_.
gc
Daysl
Dale
Tested
ruin Load
dbs.
Compressive Strength
Lbs.. Sq. In.l
Remarks
FMC 77
7
11/21/01
82,840
2,930
FMC 78
28
12/12/01
119,620
4,230
FMC 79
5
28
12/12/01
126,060
4,460
FMC 80
H
HOLD
Test Methods Utilized
Fracture Regular
ASTM C- 31,C- 39,C -14
(UNear 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: December 13, 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.: 20
Contractor: Hill Wilkinson Ltd. Project No.: 201 -0177
Concrete Supplier and Plant LMC #6
Location of Placement: Pavement
MATERIALS
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
Added Water:
Remarks and/or Distribution:
Texas CMT, Inc.
Source/ SSD Batch Wis.
Description (Lbs/CuYd)
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.
Reviewed by:
OBSERVATION DATA
38 Time Sample Batched: am
Time Sampled: 10:30 am
Sample Location: 90' N. 30' W. of corner of Bethel School
Rd. Heartz Rd.
Truck/Ticket No: 805/6164382
Temperature:
Ambient Range: 68 °F
Concrete Range: 72 °F
Slump Range (inches): 5"
Weather Conditions: Cloudy
Time Started: 06:00 am
0 gallons Time Completed: 02:30 pm
Sample Air Content 2%
Total Cubic Yards Placed: 120
Required Stren Lbs. /sq. in 3.000
All Idlers and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without We (all approval of Texas CMT. Inc. The use of our name must /Rive our prior urine° approvd. Our
letters and reports apply only to the sample uau d and/or obsmv and are not ndesartly indicative of the quantities of apparently identical or similar products.
t.rnen
„rout
Measured
slump unl
Age
Days)
ham
:esma
`oral Load
Ids.)
Compresswe Strength
Lbv.Sq.In.t
:emarus
FMC 81
7
11/21/01
91,020
3,220
FMC 82
71/4
28
12/12/01
111,680
3,950
FMC 83
28
12/12/01
112,100
3,970
FMC 84
H
HOLD
Test Methods Utilized
Fracture Peg tar
ASTM C- 31,C-39,C -14
(unless Noted Othenvise)
Cylinders Made By: MR
Construction Materials Testing
and Environmental Consulting
MATERIALS
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
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 CHT, Inc.
Source/ SSD Batch Wu.
Description (Lbs/Cuyd)
Reviewed by:
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: December 13, 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
OBSERVATION DATA
38 Time Sample Batched: 11:04 am
Time Sampled: 11:50 am
Sample Location: 100' N. 110' W. of corner of Bethel School
Rd. Heanz Rd.
Truck/Ticket No: 982/6164402
Temperature:
Ambient Range: 70 °F
Concrete Range: 72 F
Slump Range (inches): 7
Weather Conditions: Cloudy
Time Started: 06:00 am
10 gallons Time Completed: 02:30 pm
Sample Air Content 2%
Total Cubic Yards Placed: 210
Required Strength h (Lbs. /sq.in.): 3,000
All lemur and reports are for the exclusive use of the client to whom they are addressed are shall not be reproduced without the full approval of Texas CMT, Inc. The use of our name must rmive our prior written approval. Our
letters and repose apply only to Ilse sample tested and/or oMaval and are not necessarily indicative of the quaadtic of apparently identical or similar produce.
mr
aa
Measured
dump tn.(
tee
Days(
:Date
rested
Toed Wad
rtbs.t
Compressive Stength
Lbs.iSq.ln.t
samaras
FMC 85
7
11/21/01
103,920
3,680
FMC 86
63a
28
12/12/01
131,160
4,640
FMC 87
28
12/12/01
131,960
4,670
FMC 88
H
HOLD
Test Medmds Utilized
ASTM COLC -39,C -143
Fracture Regular
(Unless Noted Otherwise)
Cylinders M ade By: MR
y y
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:
2
Added Water:
Remarks and/or Distribution:
Texas CMT, Inc.
December 13, 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
Source/
Description
Texas CMT, Inc.
SSD Rauh We.
tLbs/CuYd)
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
42 Time Sample Batched: 12:07 pm
Time Sampled: 12:50 pm
Sample Location: 135' N. 95' W. of corner of Bethel School
Rd. Heartz Rd.
Truck/Ticket No: 975/3136847
Temperature:
Ambient Range: 73 °F
Concrete Range: 75 °F
Slump Range (inches): 63"
Weather Conditions: Cloudy
Time Started: 06:00 am
0 gallons Time Completed: 02:30 pm
Sample Air Content 2%
Total Cubic Yards Placed: 120
Required Strength (Lbs. /sq.in.): 4,000
Reviewed by:
Fax (214) 352-6972 www .texascmt.com
OBSERVATION DATA
Standard 6 "x12"
Area 28.27 Square Inches
Concrete Report No.: 22
Project No.: 201 -0177
All lettere and reports are for to exclusive use of the client to whom they are addressed and shall not he reproduced without the full approval of Texas CMT, Inc. The use of our name Iwu receive our prior written approval. Our
letters am reports apply only to the sample Rated and /or observed and are not necessarily indicative of the quantities of apparenuy identical or similar products.