First Methodist-LR011128Specimen
\umber
Measured
Slunm i lal
Age
i Daysl
Date
rested
Total Load
I Lbsa
Compressive Strength
Lbs: Sy In
Remarks
FMC 29
8
11/08/01
94,040
3,330
FMC 30
28
11/28/01
113,940
4,030
FMC 31
4 S
28
11/28/01
119,920
4,240
FMC 32
H
HOLD
Test Methods Utilized
Fracture Reg lar
Cylinders Made By: EA
95TH C-3 1,C-39.C-1
(UNess Noted Othenvisel
Construction Materials Testing
and Environmental Consulting
MATERIALS
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
Added Water:
Remarks and /or Distribution:
Texas CMT, Inc.
W/R Air
3 gallons
Source/ SSD Batch Wts.
Description t 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.
10044 Monroe Drive Dallas, Texas 75229 (214) 352 -6957 Fax (214) 352-6972 www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: November 28, 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.: 8
Contractor: Hill Wilkinson Ltd. Project No.: 201 -0177
Concrete Supplier and Plant: Lattimore Materials #7
Location of Placement: Pavement /Parking Lot
Reviewed by:
OBSERVATION DATA
Time Sample Batched: 08:49 am
Time Sampled: 09:35 am
Sample Location: 29' W. 26' N. of SE corner of pavement
Truck/Ticket No: 112517110035
Temperature:
Ambient Range: 67°F
Concrete Range: 70 °F
Slump Range (inches): 4.5"
Weather Conditions: Clear
Time Started: 06:30 am
Time Completed: 1 1:30 am
Sample Air Content 4.2%
Total Cubic Yards Placed: 70
Required Strength (Lbs. /so.in.l: 4,000
Ail levers and reports are Mr the exclusive use of the client to whom they are addressed and shall not be reproduced gmom the full approval of Texas CMT. Inc. The use of our name mot receive our prior written approval. Our
letten and reports apply only to the sample tested and /or observed and arc trot necessarily Indiodve of the quantities of apparently identical or similar products.
Specimen
F tmher
kleasured
Slump _1
a
Age
Da) s,
Dale
.cued
c
Total Load
Llu.l
Compressive Strength
Lbs_ Sy In.}
Remarks
FMC 25
8
11/08/01
81,780
2,890
FMC 26
28
11/28/01
107,800
3,810
FMC 27
3 5
28
11/28/01
100.280
3,550
FMC 28
H
HOLD
Test Methods Utilized
Fracture Regular
ASTM C- 31.0 -39,C -163
(Unless Noted Otherwise)
Cylinders Made By: EA
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 28, 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:
38
W/R Air
5 gallons
Source/ SSD Batch Wis.
Description I Lbs(CuYd)
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.
Texas CMT, Inc.
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. /sq,in.)
08:04 am
09:00 am
13' W. 5' N. of NE corner of pavement
1111/3135930
63 °F
65 °F
3.5
Clear
136:30 am
11:30 am
5.0%
110
3.000
All Inters and reports are for the exclusive use of the client to wham they are addressed and shall not be reproduced without the full approval of Texas CMT. Inc. The use of our name must receive our 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 products.
Specimen
ow..iw
Measured
'aims on
Ave
Ohio
Date
Titled
Total Load
dMi
Compressive Strength
I.bx. Sri. In
Remarks
FMC 21
8
11 /08 /01
74,200
2,620
FMC 22
28
11/28/01
99,140
3,510
FMC 23
4
28
11/28/01
110,900
3,920
FMC 24
H
HOLD
Test Methods Utilized
Fracture Regular
ASTM C- 31.0 -39.0 -143
(Unless Noted Otherwise}
Cylinders Made By: EA
Construction Materials Testing
and Environmental Consulting
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plan
Location of Placement:
MATERIALS
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
t
Added Water:
Remarks and/or Distribution:
Texas
CMT, Inc.
38
W/R Air
5 gallons
Source/
Description
Texas CM PT, Inc.
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957
REPORT OF CONCRETE MIX OBSERVATION
November 28, 2001 Date Concrete Placed: October 31, 2001
First United Methodist Church Coppell
First United Methodist Church New Parking Lot
Hill Wflkinson Ltd.
e Materials /7
avement/Parking Lot South Area
SSD Batch Wts.
LbSJCuYJ)
Fax (214) 352-6972 www .texascmt.com
OBSERVATION DATA
Time Sample Batched:
Time Sampled:
Sample Location:
Truck/Ticket No:
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
Required Strength (Lbs. /sq.in.): 3.000
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 6
Project No.: 201 -0177
07:18 am
08:00 am
93' E. 5' N. of SW corner of pavement
958/7110021
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
Reviewed by:
All letters and reports are Inc the exclusive use of the client to whom they are addressed and shall not be reproduced without the MI approval of Tea+ CMT. Inc. TLe use of our name must receive uur prior written approval. Our
letters and reports apply only to the sample tested andlor ohsavel and are not necessarily indicative of the quantities of apparendy identical or similar produce.