First Methodist-LR011115Construction Materials Testing
and Environmental Consulting
Test Procedure: ASTM D698
Test Results:
Technician: AT
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
Texas CMI Inc.
10044 Monroe Drive Dallas, Texas 75229 (214) 352 -6957 Fax (214) 352 -6972 www .texascmt.com
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date: November 15, 2001 Project No: 201 -0177
Client: First United Methodist Church of Coppell Moisture Report No. 9
Sample Date: November 5, 2001
Project: First United Methodist Church New Parking Lot
Identification: Moisture Density Relationship
Method A
Optimum Moisture Content 13.9 percent
Maximum Density 110.0 pounds per cubic foot
Rammer Type Manual
Material Description Orange Brown Tan Sandy Clay
Select fill
Material Origin Stockpile on site
Moisture Preparation Procedure Air Dry
Liquid Limit 30
Plastic Limit 15
Plasticity Index 15
Percent Passing No. 200 U.S. Sieve 43
cc\rA
Our letters and reports are for the exclusive use of the client to whom they are addressed. The use of our name must receive out prior written approval. Our letters and reports
apply only to the sample tested and/or observed, and are not necessarily indicative of the quantities of apparently identical or similar products.
Specimen
Measured
'dump iin.)
Age
∎Days)
Date
Tested
Total Load
i Lbs.I
Compressive Strength
t Lbsv Sy. In.!
Remarks
.umber
FMC 53
7
11/14/01
94,280
3,330
FMC 54
28
12/05/01
FMC 55
5
28
12/05/01
FMC 56
H
HOLD
Test Menials Utilized
Fracture Regular
Cylinders Made By: AB
ASTM C- 31.C.39.0 -143
(Unless Not Otherwise)
Construction Materials Testing
and Environmental Consulting
Texas AMT, Inc.
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352-6972 www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: November 15, 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:
1
Added Water:
Remarks and/or Distribution:
42
15 gallons
Source/ SSD Batch We.
Description (Lbs/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 Copped
Mr. Bob Colon Hill Wilkinson
Texas CMT, Inc. 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): 5
Weather Conditions: Cloudy
rime Started: 06:00 am
Time Completed: 03:00 pm
Sample Air Content 4%
Total Cubic Yards Placed: 130
Lbs. /so.in.: 4.000
Cpl
All letters and redone are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Texas CHIT. Inc. The use of our name rind receive our prior wmlen approval. Our
lean and moons apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.
Specimen
Measured
Slump, in.)
Age
,Days,
Date
Tested
Total Load
i Lbs.)
Compressive Strength
iLbs.i Sq. Ind
Remarks
.umber
FMC 49
7
11/14/01
93,600
3,310
FMC 50
28
12/05/01
FMC 51
51/2"
28
12/05/01
FMC52
H
HOLD
Test Methods Utilized
Fracture RC/pilaf
Made By: AB
ASTMC.M,C- 39,Cd4
(Unless Noted Otherwise)
Construction Materials Testing
and Environmental Consulting
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: November 15, 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.: 13
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:
2
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
Texas CMT, Inc.
42
15 gallons
Source/ S5D Batch Wis.
Description (Lbs /CUYd)
Reviewed by:
OBSERVATION DATA
Time Sample Batched:
Time Sampled:
Sample Location:
Trude/Ticket No:
Temperature:
Ambient Range:
Concrete Range:
Slump Range (inches):
Weather Conditions:
Time Started:
Time Completed:
Sample Air Content %l:
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
5
Cloudy
06:00 am
03:00 pm
3%
70
4.000
All levers and reports are for the exclusive use of the client a whom they are addressed and shall not be reproduced without the full approval of Teas CMT. hr. The use of our name suet receive our prior written approval. Our
levers and reports apply only to the sample tool and/or observed are not necessarily indicative of the quantities of apparently identical or similar products.
Specimen
Number
Measured
Slump i in.l
Age
'Daum
Date
Tested
Total Load
Lbs.t
Compressive Strength
t Lb` iSq.Isr
Remarks
FMC 45
7
11 /14/01
90,640
3,210
FMC 46
28
12/05/01
FMC 47
6
28
12/05/01
FMC 48
H
HOLD
Test Methods Utilized
Fracture Reg lar
Cylinders Made By: AB
ASTM C- 3 1,C -39.0 -143
(Unless Noted Otherwise)
Construction Materials Testing
and Environmental Consulting
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: November 15, 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.: 12
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:
2
Added Water:
Remarks and/or Distribution:
38
15 gallons
Sowcer SSD Batch Wis.
Description (Lbs/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
Texas CMT, Inc.
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:
Required Strength (Lbs. /sq.in.)
06:55 am
07:25 am
93' S. 53' W. of center of NE approach
1093/7110422
60 °F
74 °F
6°
Cloudy
06:00 am
03:00 pm
3%
20
3,000
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not he reproduced without the full approval of Texts CMT. Inc. The use of our name muss receive our prior written approval. Our
letters and reports apply only to the sample toted and /or observed and are not necessarily indicative of the quantities of apparently identical or similar products.