First Methodist-LR011105Specimen
Comlvr
Measured
lump iin.l
Age
.Daysl
Date
Fussed
Total Load
Lhs. l
Compressive Strength
i LFs. Sq. l rt.i
Remarks
FMC 9
7
11/02/01
64,840
2,290
FMC 10
28
11/23/01
FMC 11
6
28
11/23/01
FMC 12
H
HOLD
Test Methods Utilized
Fracture Reg lar
Cylinders Made By: MR
ASTM C.31,C-39,C -14
(Unless Noted Otherwise)
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive
REPORT OF CONCRETE MIX OBSERVATION
Report Date: November 5, 2001 Date Concrete Placed: October 26, 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.: 3
Contractor: Hill Wilkinson Ltd. Project No.: 201 -0177
Concrete Supplier and Plant: Lattimore Materials /7
Location of Placement: Pavement/Parking Lot
MATERIALS
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
Added Water:
Remarks and/or Distribution:
Texas CMT, Inc.
38
0 gallons
Source! SSD Batch Wis.
Description lLbs/CuYd)
cc: Mr. John Rosenberg First United Methodist Church (2)
Mr. Ray Larson First United Methodist Church
Mr. Eric Royal First United Methodist Church
Mr. Larry Davis City of Coppell
Mr. Bob Colon Hill Wilkinson (2)
Reviewed by:
Texas CMT, Inc.
Dallas, Texas 75229 (214) 352-6957
OBSERVATION DATA
Time Sample Batched: 08:05 am
Time Sampled: 08:55 am
Sample Location: 80' SW of East entrance tom brelane
Truck/Ticket No: 1092/7109828
Temperature:
Ambient Range: 56 °F
Concrete Range: 69 °F
Slump Range (inches): 6"
Weather Conditions: Clear
Time Started: 07:00 am
Time Completed: 02:30 pm
Sample Air Content 4%
Total Cubic Yards Placed: 30
Required Strength (Lbs. /sq.in.): 3.000
Fax (214) 352-6972
TII letters and reports are for the exclusive use of da client to whom they are addressed and shall not be reproduced widmes the full approval of Texas GMT. Inc. e use of our name must receive our prior written approval. Our
letters and report apply only to the sample tested and /or observed and are not necessarily indicative of the quantities of apparently identical or similar pruducu
gn<imen
\hoer
Measured
Slump r tn.)
Age
Dam/
Date
Tested
Total Load
Ibs.
Compressive Strength
r Lb ill. r
Remarks
FMC 13
r CO 00 x
r- t (Ni
11/02/01
82,560
2,920
FMC 14
11/23/01
FMC 15
7
11/23/01
FMC 16
HOLD
Test Methods Utilized
Fracture Regular
ASTM C- 31.0 -39.0 -143
(Unless Noted Otherwise)
Cylinders Made By: MR
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive
MATERIALS
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
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 First United Methodist Church
Mr. Larry Davis City of Coppell
Mr. Bob Colon Hill Wilkinson (2)
Texas CMT, Inc.
38
0 gallons
Texas CMT, Inc.
Dallas, Texas 75229 (214) 352 -6957 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: November 5, 2001 Date Concrete Placed: October 26, 2001 Standard 6x12°
Client: First United Methodist Church Coppell Area 28.27 Square Inches
Project: First United Methodist Church New Parking Lot Concrete Report No.: 4
Contractor: Hill Wilkinson Ltd. ?roject No.: 201 -0177
Concrete Supplier and Plant: Lattimore Materials /7
Location of Placement: Pavement/Parking Lot
Source/ SSD Batch Wu.
Description (LbsiCuYd)
Reviewed by:
OBSERVATION DATA
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 (:m
Time Completed: 02:30 pm
Sample Air Content 4.5%
Total Cubic Yards Placed: 120
Required Strength (Lbs. 3.000
All letters and reports are tar the exclusive use of the client o whom they are addressed and shall nor be reproduced without Ne all approval of Texas C T. Inc. The use of our name must receive our prior written approval. Our
levee and reports apply nrdy to the sample rested and/or observed and are not necessarily iidicauve of the quanusies of apparently identical or similar products.
Specimen
Measured
Minna lm _1
Are
rDaysl
Dam
rested
Total Load
Ins
Compressive Strenerh
Lbs.. Sg l's
Remarks
FMC 17
7
11/02/01
69,160
2,450
FMC 18
28
11/23/01
FMC 19
51/2„
28
11/23/01
FMC 20
H
HOLD
Test Methods Utilized
Fracture Reg Dar
ASTM C- 31.0 -39.0 -143
(Unless Noted Otherwise)
Cylinders Made By: MR
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive
MATERIALS
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
Added Water:
Remarks and /or Distribution:
Texas CMT, Inc.
38
0 gallons
Dallas, Texas 75229
Source/ S5D Batch Wss.
Description ILbs/CuYd)
cc: Mr. John Rosenberg First United Methodist Church (2)
Mr. Ray Larson First United Methodist Church
Mr. Eric Royal First United Methodist Church
Mr. Larry Davis City of Coppell
Mr. Bob Colon Hitl Wilkinson (2)
Texas CMT, Inc.
Reviewed by:
(214) 352-6957 Fax (214) 352 -6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: November 5, 2001 Date Concrete Placed: October 26, 2001 Standard 6 ".512"
Client: First United Methodist Church Coppell Area 28.27 Square Inches
Project: First United Methodist Church New Parking Lot Concrete Report No.: 5
Contractor: Hill Wilkinson Ltd. Project No.: 201 -0177
Concrete Supplier and Plant: Lattimore Materials /6
Location of Placement: Pavement/Parking Lot
OBSERVATION DATA
Time Sample Batched:
Time Sampled:
Sample Location:
Truck /Ticket No:
Temperature:
Ambient Range:
Concrete Range:
Slump Range (inches):
Weather Conditions:
Time Sta. ted:
Time Completed:
Sample Air Content
Total Cubic Yards Placed:
Required Strength (Lbs.l.sq.in.7
12:12 pm
12:50 pm
30' NW of East entrance from tirelane
1127/6163207
80 °F
75 °F
5'/a"
Clear
07:00 am
02:30 pm
4.0%
22 0
3.000
All letters and reports are fur 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
Inters and reporu apply only to the sample tested and/or observed and are not necessarily indicative or the quantities of apparently identical or similar produces.