First Methodist-LR011206Specimen
Number
Measured
Slump Gal
Age
i Days)
Date
Tested
Toal Load
I Lbs.l
Compressive Strength
(Lbs. /Sq.ln.)
Remarks
FMC 45
7
11/14/01
90,640
3 j 1
FMC 46
28
12/05/01
121,080
80
FMC 47
6
28
12/05/01
118,480
4,190
FMC 48
H
HOLD
Test Methods Utilized
Fracture Reg tar
ASTM C- 31,C- 39,C.143
(Unless Noted Otherwise)
Cylinders Made By: AB
Construction Materials Testing
and Environmental Consulting
REPORT OF
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
MATERIALS
Mix Number:
Cement:
Fly Mb:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
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 CD4T, Inc.
Paving
38
15 gallons
Source/
Description
SSD Batch Wts.
Lbs/CuYdl
Reviewed by:
g Lot
Texas CMT, Inc.
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352-6972 www .texascmt.com
ERVATION
1
December 6, 2001 Date Concrete Plac
First United Methodist Church Coppell
First United Methodist Church New P
Hill Wilkinson Ltd.
.a
ovember 7, 2001
OBSERVATION DATA
Time Sample Batched: 06:55 am
Time Sampled: 07:25 am
Standard 6 "x12"
Area 28.27 Square Inches
Concrete Report No.: 12
Project No.: 201 -0177
Sample Location: 93' S. 53' W. of center of NE approach
Truck/Ticket No: 1093/7110422
Temperature:
Ambient Range: 60 F
Concrete Range: 74 °F
Slump Range (inches): 6"
Weather Conditions: Cloudy
Time Staved: 06:00 am
Time Completed: 03:00 pm
Sample Air Content 3%
Total Cubic Yards Placed: 20
Required Strength (Lbs. /sq.in.): 3.000
All letters and reports arc for the exclusive sac of we client to whom they are addressed and shall not be reproduced without the full approval of Term CMT, be. The use of our name must receive our prior written approval. Our
letter, and reports apply only to the sample rated ad /or observed and are not neceavanly indicative of the qumuua of apparently identical or similar produces.
Specimen
Number
Measured
Slump tin.)
Age
1Days)
Date
Tested
Total Load
i Lbs.)
Compressive Strength
Lbs.iSq.ln.)
Remarks
FMC 49
7
11/14/01
93,600
3,310
FMC 50
28
12/05/01
118,680
4,200
FMC 51
51/2
28
12/05/01
118,500
4,190
FMC 52
11
HOLD
Test Methods Utilized
Fracture Reg lar
ASTM C- 31.C39.0 -143
(Unless Noted Otherwise)
Cylinders Made By: AB
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
OCT, Inc.
December 6, 2001 Date Concrete Placed: November 7, 2001
First United Methodist Church Coppell
First United Methodist Church New Parking Lot
Hill Wilkinson Ltd.
LMC #7
Paving
42
15 gallons
Source/
Descnprmn
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 Wts.
Lbs/Cuvm
Reviewed by:
Fax (214) 352 -6972 www .texascmt.com
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.
08:40 am
09:15 am
165' W. 73' S. of center of NE approach
947/7110436
61 °F
75 °F
Cloudy
06:00 am
03:00 pm
3%
70
4,000
Standard 6 "x12"
Area 28.27 Square Inches
Concrete Report No.: 13
Project No.: 201 0177
All letters aed repons are for to exclusive me of the client to whom they are addressed and shall not be reproduced without the full approval of Texas CMT. Inc. The use of our name rust receive our prior written approval. Our
Inters and report apply only to the sample tested andfar observed and are not necessarily indicative of the quantities of appuendy identical or similar products.
Specimen
Number
Measured
Slump fin.)
Age
r Days)
Date
Testa
Total Load
i Lbs.)
Compressive Strength
t Lbs. /Sq.ln.)
Remarks
FMC 53
I z N 1
11/14/01
94,280
3,330
FMC 54
12/05/01
129,440
4,580
FMC 55
SVz
12/05/01
121,860
4,310
FMC 56
HOLD
Test Methods Utilized
Fracture Regular
ASTM C- 31,C- 39,C -14
NNess Noted Oamrwisel
Cylinders Made By: AB
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 6, 2001 Date Concrete Placed: November 7, 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.: 14
Contractor: Hill Wilkinson Ltd. Project No.: 201 -0177
Concrete Supplier and Plant: LMC #7
Location of Placement: Paving
MATERIALS
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
Added Water:
Remarks and/or Distribution:
Texas CMT, Inc.
42
15 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 Wu.
(LbsICuYd)
Reviewed by:
OBSERVATION DATA
Time Sample Batched: 12:45 pm
Time Sampled: 01:35 pm
Sample Location: NW approach
Truck/Ticket No: 757/7110463
Temperature:
Ambient Range: 74 °F
Concrete Range: 76 °F
Slump Range (inches): 51/2"
Weather Conditions: Cloudy
Time Started: 06:00 am
Time Completed: 03:00 pm
Sample Air Content 4%
Total Cubic Yards Placed: 130
Required Strength (Lbs. /sq.in.): 4,000
All lama and rcpons are for the exclusive au of the client to whom 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 rayons apply only to the sample testa] and /or observe] and are not necessarily indicative of the quantities of appueiiy idemiul or simile products.