First Methodist-LR011112ecunto
'Lumber
Measured
Slum) Cm)
Age
i Days)
Date
retied
Tidal Load
Lbs.)
Compressive Strength
Lbs.,Sq.ln.l
Remarks
FMC 37
7
11/08/01
78,820
2,790
FMC 38
5.5„
28
11/29/01
FMC 39
28
11/29/01
FMC 40
H
HOLD
Tar Methods Utilized
Fracture Reg lar
Cylinders Made By: SG
ASTMCJI.C-39.0 -143
(Unless Noted Otherwise)
Materials Testing
and Environmental Consulting
MATERIALS
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
2
Added Water:
Remarks and/or Distribution:
Texas CMT, Inc.
38
0 gallons
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: ovember 12, 2001 Date Concrete Placed: November 1, 2001 Standard 6 "x12"
Client: First United Methodist Church Coppell Area 28.27 Square Inches
Project: irst United Methodist Church New Parking Lot Concrete Report No.: 10
Contractor: Hill Wilkinson Ltd. Project No.. 201 -0177
Concrete Supplier and Plant: Lattimore Materials #7
Location of Placement: Paving
Source SSD Batch Wts.
Description 1 Lbs /CuYd)
Note: Cylinders moved from casting location
cc: Mr. John Rosenberg First United Methodist Church (2)
Mr. Ray Larson First United Methodist Church
Mr. Eric Royal First United Methodist Church
Mr. Larry Davis City of Coppell
Mr. Bob Colon Hill Wilkinson
Reviewed by:
Time Sample Batched: 08:40 am
Time Sampled: 09:15 am
Sample Location: 80' W. 135' S. of W. corner of NE approact
on Vanbebber St.
Truck/Ticket No: 1045/7110127
Temperature:
Ambient Range: 70 °F
Concrete Range: 72 F
Slump Range (inches): 5.5"
Weather Conditions: Cloudy
Time Started: 06:00 am
Time Completed: 12:30 pm
Sample Air Content 7%
Total Cubic Yards Placed: 130
Re Stren
Sp (Lbs. /su,in.): 3.000
OBSERVATION DATA
All levers and report, are for the exclusive use of the client to whom they are addressed and dull not be reproduced without the tall approval of Texas CMT. Inc. The use of our name mum receiv r prior written approval. Our
letters and reports apply only to the sample testa and/or observed and are not necessarily itdicauve of the quamltiea of apparently dentical or simila�rmru
ft
Specimen
Number
Measured
Slum) tin.)
kite
t Days)
Dale
rested
Total Load
Lbs.l
Compressive Strength
iLbs./Sq.ln 1
Remarks
FMC 33
7
11/08/01
73,020
2,580
FMC 34
28
11/29/01
FMC 35
6.25"
28
11/29/01
FMC 36
H
HOLD
Ten Methods Utilized
Fracture Reg tar
Cylinders Made By: AS
ASTM C- 31,C- 39,C -14
(Unless Noted Otherwise)
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 12, 2001 Date Concrete Placed: November 1, 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.: 9
Contractor: Hill Wilkinson Ltd. Project No.: 201 0177
Concrete Supplier and Plant Lattimore Materials #7
Location of Placement: Pavement /Parking Lot
MATERIALS
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
2
Added Water:
Remarks and /or Distribution:
Texas CMT, Inc.
38
5 gallons
Source/ SSD Batch Wts.
Description (Lbs /CuYJ)
cc: Mr. John Rosenberg First United Methodist Church (2)
Mr. Ray Larson First United Methodist Church
Mr. Eric Royal First United Methodist Church
Mr. Larry Davis City of Coppell
Mr. Bob Colon Hill Wilkinson
Texas CMT, Inc.
Note: Cylinders moved from casting location
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 Strenr h (Lbs. /sq.1n
nit' \1l
06:58 am
07:38 am
75' E. 135' S. of E corner of NW approact
on Vanbebber St.
959/7110111
67 °F
70 °F
6.25"
Cloudy
06:00 am
12:30 pm
3.25%
40
3.000
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Tetra CMT. Inc. The use of our name must receive our prtr written approval. Our
letup and reports apply only to the sample tested and /or observed and are not necessarily indicative of the quantities of apparently identical or similar product.
Specimen
Number
Measured
Slumn tin.)
Age
(Dant
Date
Dewed
Total Load
IPs. I
Compressive Strength
4.ht /Sq.lni
Remarks
FMC 21
8
11/08/01
74,200
2,620
FMC 22
28
11/28/01
FMC 23
4
28
11/28/01
FMC 24
H
HOLD
Test Methods Utilized
Fracture Reg tar
Cylinders Made By: EA
ASTM C- 31.0 -39.C- 14
(Unless Noted Otherwise)
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 12, 2001 Date Concrete Placed: October 31, 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.: 6
Contractor: Hill Wilkinson Ltd. Project No.: 201 -0177
Concrete Supplier and Plant Lattimore Materials /7
Location of Placement: Pavement/Parking Lot South Area
MATERIALS
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
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 First United Methodist Church
Mr. Larry Davis City of Copped
Mr. Bob Colon Hill Wilkinson
Texas CMT, Inc.
38
W/R Air
5 gallons
Source/ SSD Batch Wts.
Description (LbslCuYd)
Texas CMI Inc.
Reviewed by:
OBSERVATION DATA
Time Sample Batched: 07:18 am
Time Sampled: 08:00 am
Sample Location: 93' E. 5' N. of SW corner of pavement
Truck/Ticket No: 958/7110021
Temperature:
Ambient Range: .58°F
Concrete Range: 65 °F
Slump Range (inches): 4"
Weather Conditions: Clear
Time Started: 06:30 am
Time Completed: 11:30 am
Sample Air Content 5.0%
Total Cubic Yards Placed: 40
fired Strength (Lbs. /su.in.): 3,000
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be repro) Sited without the full approval of Texas CMT. Inc. The use of our name must receive our prior written approval. Our
Roars and reports apply only to the sample tested and/or observed and are not necessarily indiuuve of the quantities of apparently identical or similar products.
Specimen
'somber
Measured
Slums (n.)
\ge
Daysl
Date
Fasted
Total Load
i Lost
Compressive Strength
dos. .5y. lo.)
Remarks
FMC 25
8
11 /08 /01
81,780
2,890
FMC 26
3 5
28
11/28/01
FMC 27
28
11/28/01
FMC 28
H
HOLD
rest Methods Utilized
Fracture Reg lar
Cylinders Made By: EA
ASTM C- 31,C- 39.0 -r4
(Unless Noted Otherwise)
Construction Materials Testing
and Environmental Consulting
Texas CM", 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 12. 2001 Date Concrete Placed: October 31, 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.: 7
Contractor: Hill Wilkinson Ltd. Project No.: 201 -0177
Concrete Supplier and Plant: Lattimore Materials /3
Location of Placement: Pavement /Parking Lot South Area
MATERIALS
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
2
Added Water:
Remarks and /or Distribution:
Texas CMT, Inc.
38
W/R Air
5 gallons
Source( SSD Batch Wn,
Description ILbsiCuYd)
cc: Mr. John Rosenberg First United Methodist Church (2)
Mr. Ray Larson First United Methodist Church
Mr. Eric Royal First United Methodist Church
Mr. Larry Davis City of Coppell
Mr. Bob Colon Hill Wilkinson
Reviewed by:
OBSERVATION DATA
Time Sample Batched: 08:04 am
Time Sampled: 09:00 am
Sample Location: 13' W. 5' N. of NE corner of pavement
Truck/Ticket No: 1111/3135930
Temperature:
Ambient Range: 63 F
Concrete Range: 65 °F
Slump Range (inches): 3.5°
Weather Conditions: Clear
Time Started: 06:30 am
Time Completed: 11:30 am
Sample Air Content (51): 5.0%
Total Cubic Yards Placed: 110
Reuuired Strength I Lbs. /sex. it 3.000
n at,(,U,
J 1
All letters and reports are for the exclusive use of the client to whom they are addressee and shall not be reproduced without the fun approval of Texas CMT. Inc. The use of our name must eceive our prior written approval. Our
levers and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.
Specimen
Member
Measured
Slump rin.)
Age
i Dave,
Date
Puled
Total Load
!I.bcl
Compressive Sucne'h
LLhs.∎Sq_In1
Remarks
FMC 29
00 CO CO x
N OI
11/08/01
94,040
3,330
FMC 30
11/28/01
FMC 31
4.5"
11/28/01
FMC 32
HOLD
Test Methods Utilized
Fracture Regular
EA
ASTM C-3t,C -39,C -143
(Unless Noted Otherwise)
Cylinders Made By:
Construction Materials Testing
and Environmental Consulting
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant
I ration of Placement:
MATERIALS
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
2
Added Water:
Remarks and /or Distribution:
Texas
GMT, Inc.
42
W/R Air
5 gallons
Source(
Description
Texas CMT, Inc.
10044 Monroe Drive Dallas, Texas 75229 (214) 352 -6957 Fax (214) 352-6972 www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
November 12, 2001 Date Concrete Placed: October 31, 2001
First United Methodist Church Coppell
First United Methodist Church New Parking Lot
Hill Wilkinson Ltd.
Lattimore Materials #7
Pavement/Parking Lot
cc: Mr. John Rosenberg First United Methodist Church (2)
Mr. Ray Larson First United Methodist Church
Mr. Eric Royal First United Methodist Church
Mr. Larry Davis City of Coppell
Mr. Bob Colon Hill Wilkinson
550 Batch Wu.
Lbs/CUYd)
Reviewed by:
OBSERVATION DATA
Time Sample Batched:
Time Sampled:
Sample Location:
Truck/Ticket No:
Temperature:
Ambient Range: 67 °F
Concrete Range: 70 °F
Slump Range (inches): 4.5"
Weather Conditions: Clear
Time Started: 06:30 am
Time Completed: 11:30 am
Sample Air Content 4.2%
Total Cubic Yards Placed: 70
Required Strength Lbs. /sq. in.): 4.000
Standard 6 "x12"
Area 28.27 Square Inches
Concrete Report No.: 8
Project No.: 201 0177
08:49 am
09:35 am
29' W. 26' N. of SE corner of pavement
1125/7110035
All letters and reports are for the exclusive use of the them to whom they are addressed and shall not be reproduced without the MI approval of Texas CMT. Inc. The use of our name must reel
letters and reports apply only to the sample tested andlor observed and are not necessarily indicative of the quantities of apparently identical or similar products.
our prior wn
Sam
fl
Spcnmen
Number
Measured
Slump tin.)
Age
(Days)
Dam
Tested
Total Load
iLbs.l
Compressive Strength
!Lbs. /Sq.ln.i
Remarks
FMC 41
0000
N N
11/08/01
84,080
2.970
FMC 42
11/29/01
FMC 43
4 0
11/29/01
FMC 44
HOLD
Test Methods Utilized
Fracture Regular
SG
ASTM C- 31.0 -30,C -143
(Unless Noted Otherwise)
Cylinders Made By:
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive Dallas, Texas 75229 (214) 352 -6957
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:
38
0 gallons
Source/
Description
cc: Mr. John Rosenberg First United Methodist Church (2)
Mr. Ray Larson First United Methodist Church
Mr. Eric Royal First United Methodist Church
Mr. Larry Davis City of Coppell
Mr. Bob Colon Hill Wilkinson
Texas CMT, Inc.
Texas CMT, Inc.
REPORT OF CONCRETE MIX OBSERVATION
November 12, 2001 Date Concrete Placed: November 1, 2001
First United Methodist Church Coppell
First United Methodist Church New Parking Lot
Hill Wilkinson Ltd.
Lattimore Materials /k7
Paving
SSD Batch Wts.
(Lbs;CuYd)
Reviewed by:
Time Sample Batched:
Time Sampled:
Sample Location:
Fax (214) 352 -6972 www .texascmt.com
OBSERVATION DATA
Truck/Ticket No:
Temperature:
Ambient Range: 80 °F
Concrete Range: 72 °F
Slump Range (inches): 4.0"
Weather Conditions: Cloudy
Time Started: 07:30 am
Time Completed: 12:30 pm
Sample Air Content 4%
Total Cubic Yards Placed: 230
Required Strength (Lbs. /sq. in.): 3,000
Standard 6 "x12"
Area 28.27 Square Inches
Concrete Report No.: 11
Project No.: 201 -0177
1 0:10 am
10:50 am
10' E. 135' S. of E. corner of NW approacl
on Vanbebber St.
938/7110145
AU letters and reports are for the exclusive use of to client to whom they are addressed and shall not be reproduced without the full approval of Tessa CMT. Irc. 74 use of our name muss receive rue prior written approval. Our
letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar poducu.