First Methodist-LR011210Specimen
bumper
Measured
/lump (m_i
Age
Daysl
Date
rested
Total Load
Lbs.,
Compressive Strength
LbsSq. in.
Remarks
FMC 57
7
11/16/01
130,460
4,610
FMC 58
28
12/05/01
153,200
5,420
FMC 59
28
12/05/01
157,820
5,580
FMC 60
H
HOLD
Test Methods Utilized
Fracture Reg lax
Cylinders Made By: EA
ASTM C.3LC- 39,C -14
IUnhess 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:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
MATERIALS
Mix Nlunber:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
2
Added Water:
December 10, 2001
First United to •dirt Church Coppell
nited Methodist Church New Parking Lot
Hill Wilkinson Ltd.
LMC #7
Paving
42
10 gallons
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 CMT, Inc.
Texas CMT, Inc.
SSD Batch Wu.
1 LbsiCuYd)
Date Concrete Placed: November 9, 2001
7 J c
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:
Re tared Strength (Lbs. /sq.in.)
k
Standard 6 "x12"
Area 28.27 Square Inches
Concrete Report No.: 15
Project No.: 201 0177
07:13 am
07:40 am
29' N. 20' E. of SW corner of pavement
955/7110559
53 F
65 °F
3"
Cloudy
06:00 am
03:00 pm
5%
40
4,000
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 Texas CMT. Inc. The use of our name must receive our prior written approval. Our
letters and reports apply only to the sample rated and/or observed and arc not necessarily indicative of the quantities of apparently ideotiml or similar products.
Specimen
Sumner
Measured
Slump l in
Age
Daysl
1)ae
Rested
Total Load
Lbs.I
Compressive Strength
Lbs: Sy. In .t
Remarks
FMC 61
7
11/16/01
113,260
4,010
FMC 62
28
12/05/01
130,900
4,630
FMC 63
3
28
12/05/01
134,780
4,770
FMC 64
H
HOLD
Test Methods Utilized
Fracture Regular
ASTM C-31 ,C39.0 143
(Unless Not Otherwise)
Cylinders Made By: EA
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.
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352 -6972 www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: December 10, 2001 Date Concrete Placed: November 9, 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.: 16
Contractor: Hill Wilkinson Ltd. Project No.: 201 -0177
Concrete Supplier and Plant: LMC #7
Location of Placement: Paving
Source/ 55D Batch Wts.
Descnption I 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.
42 Time Sample Batched: 08:11 am
Time Sampled: 09:00 am
Sample Location: 20' E. 134' N. of SW corner of pavement
TrucWTicket No: 1040/7110568
Temperature:
Ambient Range: 53 °F
Concrete Range: 56 °F
Slump Range (inches): 3"
Weather Conditions: Cloudy
Time Started: 06:00 am
Time Completed: 03:00 pm
15 gallons Sample Air Content 3%
Total Cubic Yards Placed: 120
Reviewed by:
OBSERVATION DATA
Required Strength (Lbs. /sq.in.): 4.000
All lepers and rgroru are for We exclusive 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 name must receive our prior written approval. Our
lens and napons apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.
Specimen
umber
Measured
Slump 1 in.)
Age
:Days)
Date
rested
Total Load
i Lbs.i
Compressive Strength
Lbs./Sy In.t
Remarks
FMC 65
7
11/16/01
92,720
3,280
FMC 66
28
12/05/01
120,560
4.260
FMC 67
3s
28
12/05/01
120,260
4,250
FMC 68
H
HOLD
Test Methods Utilized
Fracture Regular
ASTM C- 31,C- 39,C -14
(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: December 10, 2001 Date Concrete Placed: November 9, 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.: 17
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:
38
10 gallons
Source/ SSD Batch Wta.
Description I LbsICuYd)
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.
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.)
53 F
65 °F
334"
Cloudy
06:00 am
03:00 pm
4%
40
3.000
10:43 am
11:00 am
29' N. 8' E. of SW corner of pavement
955/7110586
Texas CRT, Inc. Reviewed by: IV
An letters and repons are for Inc exclusive use of the client to whom they are addrvsed and shall not be reproduced without the full approval of Texas CMT, Inc. The use of our name must receive mur prior written approval. Our
letters and reporu apply only to the sample tested and/or observed and art not necessarily indicative of Inc mastitis. of appareely identical or similar products.