Stonemeade-LR 930204MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Frabens a P.O. Box 59902 • Dallas, TX 75229
(214) 247 -7575 • FAX (214) 484 -5804
MOISTURE DENSITY RELATIONSHIP REPORT
Report Date
02/04/93 Sample Date 01/23/93
To
Centex Real Estate
Project #
0392002035 FEB 1 2 �-
Project
Stonemeade Estates - Utilities - Coppell, Texas
t
Identification
Moisture /Density Relations of Soil
Test Procedure
ASTM D -698A, ASTM D -4318, ASTM D -11
Results
Rammer Type .... ............................... Mechanical
Preparation Procedure ............................. Moist
Material Description .............................. Brown yellow brown silty sandy
clay
Unified Soil Classification ........................... CL -ML
Material Origin ... ............................... On -Site
Liquid Limit ..... ............................... 1. 1J
Plastic Limit ..... ............................... 13
Plasticity Index ... ............................... 6
Percent Passing No. 200 Sieve ....................... 81 percent
Maximum Density . ............................... 119.4 lbs. /cu.ft.
Optimum Moisture ............................... 11.7 percent
Technician: T. Pickens
/br
Centex Real Estate Corporation - Derek Earle, P.E.
C. W. Young
City of Coppell - Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent. This report applies only to the sample tested, and
does not necessarily represent identical or similar samples. �y,, 1
011377
MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
Engineering and Environmental Consultants (214) 247 -7575 • FAX (214) 4845804
CONCRETE CYLINDER TEST REPORT
Report Date
02/04/93 Sample Date
/
1/219,
Standard 6" X 12"
Area 28.27
Square inches
To
Centex Real Estate
Project #
0392002035
Project
Stonemeade Estates - Utilities - Coppell, Texas
Contractor
C. W. Young
Manhole walls and bottom, 1st manhole west of Parkway Blvd. and Heartz Road, west
Location of Placement
of southbound Parkway Blvd.
Source/ Design
MATERIALS
OAR DATA
;ption Wts. Lbs. /Cu.Yd.)
Mix No.:
4200
Concrete Supplier: Redi -Mix Concrete
Cement:
Ticket No.: 13971
,, /
Truck No.: n a
Fly Ash:
Time Bathed: 12:04 pm sampled:
12:45 pm
Coarse Aggregate:
Temperature ( ° F) Ambient: 52 °F
Concrete:
65 °F
Fine Aggregate:
Weather Conditions: Clear
Water
Added: 0 gallons Batched:
Entrained Air Content (%): 4.1%
Admixtures:
(ASTM C -231)
Specimen Number
Age
Date Tested
Slump In.
Total Load Lbs.
Compressive
Strength P.S.I.
Type of
Fracture
Strength Required
P.S.1./days
(Days)
SMC 10
7
01/28/93
2
157500
5571
3600/28
11
7
01/28/93
161500
5713
a
12
28
02/28/93
13
28
02/18/93
Curing ASTM C -31
Test Method
Cylinders Made By
Cylinders Tested By
Slump ASTM C -143
ASTM C -39
P. Nichols
I. Lopez
Remarks and/or Distribution
/br
Centex Real Estate Corporation - Derek Earle, P.E.
C. W. Young
City of Coppell - Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent. This report applies only to the sample tested, and
does not necessarily represent identical or similar samples. SM011
MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
Engineering and Environmental Consultants (214) 247 -7575 • FAX (214) 484 -5804
CONCRETE CYLINDER TEST REPORT
Report Date
02/04/93 Sample Date
01/23/93
Standard 6" X 12"
Area 28.27 Square inches
To
Centex Real Estate
Project #
0392002035
Project
Stonemeade Estates - Utilities - Coppell, Texas
Contractor
C. W. Young
Location of Placement
Manhole at station 6 +60
MA TERIAL S Source/ Design SSD Batch
OTHER DATA
Description Wts. (Lbs. /Cu.Yd.)
Mix No.:
806
Concrete Supplier: Redi -Mix Concrete
Cement:
Ticket No.: 14091
,, /
Truck No.: n a
Fly Ash:
Time Batched: 1:45 pm Sampled:
2:20 pm
Coarse Aggregate:
Temperature ( °F) Ambient: 72 °F
Concrete:
81
Fine Aggregate:
Weather Conditions: Partly sunny
Water
Added: 8 gallons Batched:
Entrained Air Content (%): 5.0%
Admixtures:
(ASTM C -231)
Specimen Number
Age
Date Tested
Slump In.
Total Load Lbs.
Compressive
Strength P.S.I.
Type of
Fracture
Strength Required
P.S.I./days
(Days)
SMC 14
7
01/30/93
2
143900
5090
a
3600/28
15
7
01/30/93
143700
5083
16
28
02/20/93
17'
28
02/20/93
Curing ASTM C -31
Test Method
Cylinders Made By
Cylinders Tested By
Slump ASTM C -143
ASTM C -39
T. Pickens
I. Lopez
Remarks and/or Distribution
/br
Centex Real Estate Corporation - Derek Earle, P.E.
C. W. Young
City of Coppell - Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent. This reportapplies only to the sample tested, and
does not necessarily represent identical or similar samples.
SA
does
MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
Engineering and Environmental Consultants (214) 247 -7575 • FAX (214) 4845804
TN -PLACF DFNSTTY 0F .S011.
Report Date
02/04/93
Sample Date
01/23/93
Client
Centex Real Estate
Project Number
0392002035
Project Name
Stonemeade Estates - Utilities - Coppell, Texas
Content ( %)
Dry Density
Density Test Method
ASTM D2922 and D3017
Method of Compaction
ASTM D698
Project Density Req'd
90
Project Moisture Req'd
opt +5
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture %
1 Brown yellow brown silty sandy clay 119.4 11.7
Test
Material Lift
Location
Dry Density
Moisture
% of Maximum
Number
Number
(lbs /cu. ft.)
Content ( %)
Dry Density
17
1 Final
8" Sanitary Sewer, Line F, Station 9 +80
95.7
26.8*
80.2 **
18
1 Final
8" Sanitary Sewer, Line F, Station 9 +50
92.9
26.9*
77.8 **
* Does not meet project specifications for moisture content percent.
** Does not meet project specifications for percent of maximum dry density.
Technician: T. Pickens
/br
Centex Real Estate Corporation - Derek Earle, P.E.
C. W. Young
City of Coppell - Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent. This report applies only to the sample tested, and
does not necessarily represent identical or similar samples.
MAXEW ENGUMM. WC
MAXIM ENGINEERS, INC.
Enaineenna and Environmental Consultants
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
(214) 2 47 -7575 • FAX (214) 484 -5804
CONCRETE CYLINDER TEST REPORT
Report Dale
/ P
02 04/93 Sample Date
01/25/93
Standard 6" X 12" Area 28.27 Square inches
To
Centex Real Estate
Project #
0392002035
Project
Stonemeade Estates - Utilities - Coppell, Texas
Contractor
C. W. Young
Location of Placement
Manhole, line D, station 4+70
MATERIALS Source/ Design SSD Bath
OTHER DATA
Description Wts. (Lbs. /Cu.Yd.)
Mix No.:
40
Concrete Supplier: Pioneer Concrete Co.,
Plant 29
Cement:
Ticket No.: 028703
Truck No.:
282
Fly Ash:
Time Batched: 12:53 pm Sampled:
1:30 pm
Coarse Aggregate:
Temperature ( °F) Ambient: 49 °F
Concrete:
65 °F
Fine Aggregate:
Weather Conditions: Clear
Water
Added: 0 gallons Batched:
Entrained Air Content (%): n/a
Admixtures:
(ASTM C -231)
Specimen Number
Age
Date Tested
Slump In.
Total Load Lbs.
Compressive
Strength P.S.I.
Type of
Fracture
Strength Required
P.S.1./days
(Days)
SMC 18
7
02/01/93
3
104400
3693
E
3600/28
19
7
02/01/93
108700
3845
20
28
02/22/93
21
28
02/22/93
Curing ASTM C -31
Test Method
Cylinders Made By
TCylin d, rs Te sted By
Slump ASTM C -143
ASTM C -39
P. Nichols
. o
Remarks and/or Distribution
/br
Centex Real Estate Corporation - Derek Earle, P.E.
C. W. Young
City of Coppell - Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent. This reportapplies only to the sample tested, and
does not necessarily represent identical or similar samples. SM013
Trr o r.i oo•, i
MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Fabens a P.O. Box 59902 a Dallas, TX 75229
(2 14) 247 -7575 • FAX (214) 484 -5804
IN -PLACE DENSITY OF SOIL
Report Date
Client
Project Name
Density Test Method
Project Density Req'd
02/04/93
Centex Real Estate
Stonemeade Estates - Utilities - Coppell, Texas
ASTM D2922 and D3017
90
Sample Date 01/25/93
Project Number 0392002035
Method of Compaction ASTM D698
Project Moisture Req'd opt +5
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture %
i Rrnwn vpllow brown silty sandv clav 119.4 11.7
Tact le.suCts
Test
Material Lift
Location Dry Density
Moisture
% of Maximum
Number
Number
(lbs /cu. ft.)
Content ( %)
Dry Density
19
1 1st
8" Sanitary Sewer, Line F, Station 2 +00 105.7
17.1*
88.5 **
* Does not meet project specifications for moisture content percent.
** Does not meet project specifications for percent of maximum dry density.
Technician: P. Nichols
/br
Centex Real Estate Corporation - Derek Earle, P.E.
C. W. Young
City of Coppell - Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent. This report applies only to the sample tested, and
does not necessarily represent identical or similar samples. SM015
MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
(214) 247 -7575 • FAX (214) 4845804
IN -PLACE DENSITY OF SOIL I
Report Date 02/04/93
Client Centex Real Estate
Project Name Stonemeade Estates - Utilities - Coppell, Texas
Density Test Method ASTM D2922 and D3017
Project Density Req'd 90+
Sample Date
Project Number
01/28/93
0392002035
Method of Compaction ASTM D698
Project Moisture Req'd opt +5
Material
Material
Proctor Results
Location
Number
Description
Maximum Dry Density (pcf)
Optimum Moisture %
1
Light brown clay with roots and calcareous nodules
102.2
19.0
2
Light brown olive clay
99.3
19.0
Q
nark hrnwn clav with calcareous nodules
112.9
14.7
Tf✓st Results 7777
Test
Material
Lift
Location
Number
Number
97.7
28.5*
25
2
2' below
8" waterline, lot 7, Brushy Creek Trail
101.7
23.9
grade
99.2
26
3
Final
8" waterline, lot 10, Brushy Creek Trail
96.2
grade
27
1
Final
8" waterline, lot 32, Rustic Meadow
grade
28
2
3' below
8" waterline, lot 35, Rustic Meadow
grade
29
1
3' below
8" sanitary sewer, line F, station 4 +45
grade
30
1
3' below
8" sanitary sewer, line F, station 7 +40
grade
31
1
3' below
8" sanitary sewer, line F, station 9 +70
grade
32
2
2' below
8" waterline, lot 21, Stonemeade Way
grade
* Does not meet project specifications for moisture content percent.
Dry Density Moisture % of Maximum
(lbs /cu. ft.) Content ( %) Dry Density
97.0 23.4 97.6
108.6
17.5
96.2
104.9
24.0
102.6
97.7
28.5*
98.4
103.3
23.3
101.0
101.7
23.9
99.6
99.2
24.3
97.1
108.6
19.7
96.2
Technician: B. Standlee
/br
Centex Real Estate Corporation - Derek Earle, P.E.
C. W. Young
City of Coppell - Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent This report applies only to the sample tested, and
does not necessarily represent identical or similar samples. � S
MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
(21 4) 247 -7575 a FAX (214) 484 -5804
IN -PLACE DENSITY OF SOIL
Report Date
02/04/93
Sample Date
02/01/93
Client
Centex Real Estate
Project Number
0392002035
Project Name
Stonemeade Estates - Utilities - Coppell, Texas
33
1 Final
Density Test Method
ASTM D2922 and D3017
Method of Compaction
ASTM D698
Project Density Req'd
go+
Project Moisture Recl'd
opt +5
Material Proctor Results
Number Description Maximum Dry Density (pct Optimum Moisture %
1 Brown yellow brown silty sandy clay 119.4 11.7
3 Rrnwn linht hrnwn olive clav with calcareous nodules 102.2 19.0
Test Results
Test
Material Lift
Location Dry Density
Moisture
% of Maximum
Number
Number
(Ibs /cu. ft.)
Content ( %)
Dry Density
33
1 Final
8" waterline, Flenshire Way, lots 15 & 16 111.7
14.0
93.5
34
2 Final
8" waterline, Flenshire Way, lots 13 & 14 101.9
19.3
99.7
All densities meet project specifications unless otherwise noted.
Technician: T. Pickens
/br
Centex Real Estate Corporation - Derek Earle, P.E.
C. W. Young
City of Coppell - Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent. This report applies only to the sample tested, and
does not necessarily represent identical or similar samples. { - 1 SM0166J
MAXUt ENC MNEERS ING