First Methodist-LR011129iyeomen
Number
Measured
Slump on.)
Age
(Days)
I I u J M
r N N
Date
Tested
11/28/01
12/19/01
12/19/01
HOLD
Foul Load
I Lbs.)
101,780
Compressive Strength
(Lbs.ISq.tn.)
3,600
Remarks
FMC 109
FMC 110
FMC 111
FMC 112
51/2
Test Methods Utilized
ASTM C- 31.C-39.0 -14
Fractcre Reg lax
Witless Noted Otherwise)
Cylinders Made By: MP.
cc:
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive
REPORT OF CONCRETE MIX OBSERVATION
Report Date: November 29, 2001 Date Concrete Placed: November 21, 2001 Standard 6 "x12"
Client: First United Methodist Church-Coopell Area 28.27 Square Inches
Project: First United Methodist Church New Parking Lot Concrete Report No.: 28
Contractor: Hill Wilkinson Ltd. Proiec: No.: 201 -0177
Concrete Supplier and Plant: LMC #3
Location of Placement: Pavement
MATERIALS
Mix Number:
•hment:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
Added Water:
Remarks and /or Distribution:
Texas CMT, Inc.
Dallas, Texas 75229
42
0 gallons
Source/ SSD Batch Wts.
)escription Lbs /CuYd)
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:
Texas CMT, Inc.
(214) 352-6957 Fax (214) 352-6972
OBSERVATION DATA
Time Sample Batched: 06:37 am
Time Sampled: 07:25 am
Sample Location: 18' S. of parking lot entrance near intersection
of Vanbebber Westwood Ct., 5' W. of east
edge of fire :ane
Truck/Ticket No: 964/3137245
Temperature:
Ambient Range: 38 °F
Concrete Range: 61 °F
Slump Range (inches): Styr”
Weather Conditions: Clear
Time Started: 06:00 am
Time Completed: 09:15 am
Sample Air Content 1.5%
Total Cubic Yards Placed: 20
uired Strength fibs. /sq.in.): 4
All levers and reports are for the exclusive use of the client to wlm they are addressed and shall not be reproduced without the full approval of Teaas CMT. Inc. The use of ou'Is me must receive our prior written approval. Our
Leven and reports apply only to the sample testa vapor observed and are not necessarily Indicative of the quantities or apparently idemieal or similar products.
i `.ICanured
n i
Aize
.Data
Dme
.t i
Sul lewd
ID„
Compm ve Slrcnet
n.$y.In..
Remarks
FMC 105
7
11/23/01
98,320
3,480
FMC 106
28
12/14/01
FMC 107
28
12/14/01
FMC 108
H
HOLD
Test Methods Utilized
Fracture Reg lar
Cylinders Made By: MR
ASTM C -31 C- 39.0 -14
(Unless Noted Otherwise)
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive
REPORT OF CONCRETE MIX OBSERVATION
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
MATERIALS
Mix Numoer:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
Added Water:
Remarks and /or Distribution:
CC:
November 29, 2001 Date Concrete Placed: November 16, 2001
First United Methodist Church Coppell
First United Methodist Church New Parking Lot
Till Wilkinson Ltd.
MC 117
Pavement fire lane
42
0 gallons
Dallas, Texas 75229
Source/
Descnntion
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 Copped
Mr. Bob Colon Hill Wilkinson
Texas CMT, Inc.
All Inters and reports are for the
Texas CMT, Ines
SSD Batch Wu.
I Lbs(CuYdl
Reviewed by:
(214) 352-6957
OBSERVATION DATA
Time Sample Batched:
Time Sampled:
Sample Location:
Truck/Ticket No:
Temperature:
Ambient Range:
Concrete Range:
Slump Range (inches):
Weather Conditions:
Time Started:
rime Completed:
Sample Air Content
Total Cubic Yards Placed:
Required Strength I Lbs. /sa. in.
11:54 am
12:50 pm
390' N. 290' W. of corner of Bethel School
Rd. Heartz Rd.
938/7110922
74 °F
76'F
Cloudy
06:00 am
02:30 pm
2%
310
4.000
Fax (214) 352-6972
Standard 6 "x12"
Area 28.27 Square Inches
Concrete Report No.: 27
Project No.: 201 -0177
of the client to whom they are addmxd and shall not be reproduced without the full approval of Texas CMT. Inc. The at of our name must receive our prior written approval. Our
eporu apply only to to sample tested and/or observed and are not necessarily indicative of the quantities of apparently id natal or similar products.
Snamen
vornocr
Measured
Slump nn t
ARe
Daysl
Date
rend
final Load
Lhs.)
Compressive Strength
iMts.. Sq -In -t
Remarks
FMC 41
7
11/08/01
84,080
2,970
FMC 42
28
11/29/01
112,480
3,980
FMC 43
4 0
28
11/29/01
120,820
4,270
FMC 44
11
HOLD
Test Methods Utilized
Fracture Reg lar
Cylinders Made By: SG
ASTM C- 31.C- 39.C-14
I tlntess Noted Otherwise)
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:
\dded 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 Ott Inc.
38
0 gallons
Source/
Description
SSD Batch Wts.
:LbslCuYd)
Reviewed by:
Sas CMT, Inc.
REPORT OF CONCRETE MIX OBSERVATION
November 29, 2001 Date Concrete Placed: November 1, 2001
First United Methodist Church Coppell
First United Methodist Church New Parking Lot
Hill Wilkinson Ltd.
Lattimore Materials/#7
Paving
Fax (214) 352-6972 www .texascmt.com
OBSERVATION DATA
Time Sample Batched:
Time Sampled:
Sample Location:
Truck/Ticket No:
Temperature:
Ambient Range: 't0 °F
Concrete Range: 72 °F
Slump Range (inches): 4.0"
Weather Conditions:
Time Started:
Time Completed:
Sample Air Content
Total Cubic Yards Placed:
Re
a Strength (Lb.,. /sq. in.):
Standard 6 "x12"
Area 28.27 Square Inches
Concrete Report No.: 11
Project No.: 201 -0177
10:10 am
10:50 am
10' E. 135' S. of E. corner of NW approact
an Vanbebber St.
938/7110145
Cloudy
:17:30 am
12:30 pm
4%
230
3,000
All letup and reports are for the exclusive use of the client to whom they are addressed and shall mt be reproduced without the full approval of Teas CMT. Inc. The use of our name must receive our prior written approval. Our
letters and reports apply only o the ample tested and/or observed and arc not necessarily indicative of the quantities of apparently identical or similar producu.
me .ell_nr
teasurtd
,.same nn -i
ass
-Dayst
Dale
:Rated
Rnal Load
Lbs.i
Compressive Strength
!Wa .Sq.lii.l
Remarks
FMC 37
00 CO x
N N
11/08/01
78,820
2,790
FMC 38
11/29/01
104,920
3,710
FMC 39
5
11/29/01
110,560
3,910
FMC 40
HOLD
Test Methods Utilized
Fracture Reg tar
Cylinders Made By: SG
ASTM C-31 .C-39.C-1
(Unless Noted Otherwise)
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:
Added Water:
Remarks and/or Distribution:
November 29, 2001 Date Concrete Placed: November 1, 2001
First United Methodist Church Coppell
First United Methodist Church New Parking Lot
Hill Wilkinson Ltd.
Lattimore Materials /i17
Paving
38
U gallons
Source/
Description
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 Royal General Contractors
Mr. Larry Davis City of Coppell
Mr. Bob Colon Hill Wilkinson
Texas CMT, Inc.
5SD Batch Wts.
Lbs/CuYd)
Texas CMT, Inc.
Reviewed by:
OBSERVATION DATA
Time Sample Batched:
Time Sampled:
Sample Location:
Fax (214) 352-6972 www .texascmt.com
Truck /Ticket No:
Temperature:
Ambient Range: 70 °F
Concrete Range: 72 °F
Slump Range (inches): 5.5"
Weather Conditions:
Time Started:
Time Completed:
Sample Air Content (o):
Total Cubic Yards Placed:
Required Strength (Lbs. /sq.inj:
r 1h
08:40 am
09:15 am
80' W. 135' S. of
on Vanbebber St.
1045/7110127
Cloudy
06:00 am
12:30 pm
7%
130
3.000
Standard 6 "x12"
Area 28.27 Square Inches
Concrete Report No.: 10
Project No.: 201 -0177
orner of NE approact
All letters am reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Texas CMT, Inc. The use or our name must receive our prior written approval. Our
letters and reports apply only to the sample trued and/or observed and arc not necessarily indicative of IM quantities of apparently identical or similar products.
1 •Pecimen
a
4nasurel
dump ump i in. i
see
{Days/
Date
?cited
Fatal Lad
,Lbs./
umpress've Strenertl
Lbs..Sy.in.i
Remarks
FMC 33
7
11 /08/01
73,020
2,580
FMC 34
28
11/29/01
99,080
3,500
FMC 35
6 25
28
11/29/01
95,180
3,370
FMC 36
H
HOLD
Test Methods Utilized
Fracture Reg Jar
ASTM C- 31,C -39,C -143
(Unless Noted Otherwise!
Cylinders Made By: AS
Client:
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957
REPORT OF CONCRETE MIX OBSERVATION
Report Date:
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:
November 29, 2001 Date Concrete Placed: November I, 2001
First United Methodist Church Coppell
First United Methodist Church New Parking Lot
Hill Wilkinson Ltd.
Lattimore Materials #7
Pavement /Parking Lot
38
5 gallons
Source/
Description
55D Batch Wts.
(Lbs /CuYd)
Remarks and/or Distribution:
Texas CMT, Inc.
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 Royal General Contractors
Mr. Larry Davis City of Coppell
Mr. Bob Colon Hill Wilkinson
Texas CMT, Inc.
Reviewed by:
Fax (214) 352-6972 www .texascmt -com
OBSERVATION DATA
Time Sample Batched:
Time Sampled:
Sample Location:
Truck/Ticket No:
Temperature:
Ambient Range: 67 °F
Concrete Range: 70 °F
Slump Range (inches): 6.25"
Weather Conditions: Cloudy
Lime Started: 06:00 am
Time Completed: 12:30 pm
Sample Air Content 3.35%
Total Cubic Yards Placed: 40
Required Strength (Lbs. /sq.in,): 3,000
06:58 am
07:38 am
75' E. 135' S. of E corner of NW approact
on Vanbebber St.
959/7110111
Standard 6 "x12"
Area 28.27 Square Inches
Concrete Report No.: 9
Project No.: 201 -0177
All letters and reports are far the exclusive use of t e client to whom they are addressed and shall ax be reproduud 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 q aaaxilies of apparently identical or similar products.