First Methodist-LR011126Specimen
Number
Measured
Slump n n.)
Age
(Davm
Oate
Tested
Total Load
(Lbs.)
Compressive Strength
I LbwiSq.In.)
Remarks
FMC 9
7
11/02/01
64,840
2,290
FMC 10
28
11/23/01
108,420
3,840
FMC 11
6
28
11/23/01
100,140
3,540
FMC 12
H
HOLD
Test Methods Utilized
Fracture RegWar
Cylinders Made By: MR
ASTMC- 31,C.39.0 -143
(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 26, 2001
Client: First United M r a r ist Church Coppell
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
MATERIALS
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
l
2
Added Water:
Remarks and /or Distribution:
Texas CttT, Inc.
Firs Methodist Church New Parking Lot
Wilkinson Ltd
Lattimore Materials /7
Pavement/Parking Lot
38
0 gallons
Source/
Description
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.
SSD Batch Wta.
(Lbs/CuYd)
Date Concrete Placed: October 26, 2001
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:
56 °F
69 °F
6"
Clear
07:00 am
02:30 pm
4%
30
ired Strength (Lbs. /so.in.l: 3,000
Standard 6 "x12"
Area 28.27 Square Inches
Concrete Report No.: 3
Project No.: 201 -0177
08:05 am
08:55 am
80' SW of East entrance from tirelane
1092/7109828
All letters and reports are for the exclusive use of the client to whom Meg are addressed and shall mm be reproduced without the full approval of Texas CMT. Inc. The use of our name mast relive our prior written approval. Our
levers as reports apply only to We sample tested and/or °bcvef and are not irosaily indicative of the quamluea of apparently identical or similar products.
Rit //•31%°(1/
Specimen
Number
Measured
Slump iin.)
Age
Dan)
Due
Tested
Total Load
i Lbs.I
Compressive Strength
bLbs. Sq.ln.1
Remarks
FMC 13
7
11/02/01
82,560
2,920
FMC 14
28
11/23/01
105,240
3,720
FMC 15
7
28
11/23/01
98,000
3,470
FMC 16
14
HOLD
Test Methods Utilized
Fracture Regular
ASTM C- 31.0 -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:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
MATERIALS
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
2
Added Water:
November 26, 2001 Date Concrete Placed: October 26, 2001
First United Methodist Church Coppell
First United Methodist Church New Parking Lot
Hill Wilkinson Ltd.
Lattimore Materials /7
Pavement/Parking Lot
Source/
Description
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
GMT, Inc.
Texas 'CMI Inc.
55D Batch W m.
hbsICuYd)
Reviewed by:
OBSERVATION DATA
38 Time Sample Batched: 09:07 am
Time Sampled: 09:55 am
Sample Location: 80' East of West entrance from firelane
Truck/Ticket No: 1039/7109841
Temperature:
Ambient Range: 63 °F
Concrete Range: 71 °F
Slump Range (inches): 7"
Weather Conditions: Clear
Time Started: 07:00 am
Time Completed: 02:30 pm
0 gallons Sample Air Content 4.5%
Total Cubic Yards Placed: 120
Required Strength (Lbs. /sq.in.): 3,000
All lessen and reports are for the eulurive use of the diem to whom they are addressed and shall not be reproduced without the full approval of Texas CMT. Inc. The use of our woe nu st receive our prio
Imes and repons apply only to the sampk wed uWor 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.: 4
Project No.: 201 -0177
riten aoomval. Our
Specimen
eumner
Measured
Slump I in.i
Age
(Days)
Date
Tested
Total Load
I.bs. I
Compressive Strength
Lbs./Sq, In.i
Remarks
FMC 17
7
11/02/01
69,160
2,450
FMC 18
28
11/23/01
94,800
3,350
FMC 19
5 h
28
11/23/01
91,920
3,250
FMC 20
H
HOLD
Test Methods Utilized
Fracture Regular
ASTM C- 3t,C- 39,C -14
(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:
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.
38
U gallons
November 26, 2001 Date Concrete Placed: October 26, 2001
First United Methodist Church Coppell
First United Methodist Church New Parking Lot
Hill Wilkinson Ltd.
Lattimore Materials /6
Pavement/Parking Lot
Souce/
Description
Texas CMT, Inc.
SSD Batch Wu.
(tbs/CuYd)
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. /so.in.)
12:12 pm
12:50 pm
30' NW of East entrance
1127/6163207
80 F
75 °F
5'h"
Clear
07:00 am
02:30 pm
4.0%
220
3.000
Standard 6 "xt2"
Area 28.27 Square Inches
Concrete Report No.: 5
Project No.: 201 -0177
om firelane
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 sad reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the fall approval of T•••. CMT, Inc. The use of our name must receive our prior written approval. Our
letters and reports apply only to the sanple tested and/or °bawea and are not necessarily indicative of the quaint= of apparently identical or similar produces.