Stonemeade-LR 930505MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
(214) 2 -7575 • FAX (214) 484 -5804
CONCRETE CYLINDER TEST REPORT
Report Date
05/05/93 Sample Date
04/16/93
Standard 6" X 12"
Area 28.27 Square inches
To
Centex Real Estate
Project #
0393000701
Project
Stonemeade Estates - Paving - Coppell, Texas
Contractor
Sinacola
Location of Placement
paving - Stonemeade Way, station 1+25
M 71 R /fA n 7 /f, T ]AL Source/ Design SSD Batch
I
OAR DATA
Description Wts. (Lbs. /Cu.Yd.)
Mix No.:
N/A
Concrete Supplier:
On -site
Cement:
Ticket No.: N/A
Truck No.:
N/A
Fly Ash:
Time Batched: 8:50 am
Sampled:
9:00 am
Coarse Aggregate:
Temperature ( °F) Ambient:
60 °F
Concrete:
62 °F
Fine Aggregate:
Weather Conditions:
Clear
Water
Added: 0 gallons Batched:
Entrained Air Content (%): 4.5%
Admixtures: Air entrained agent
(ASTM C -231)
Specimen Number
Age
Date Tested
Slump In.
Total Load Lbs.
Comprehensive
Strength P.S.I.
Type of
Fracture
Strength Required
P.S.I. /days
(Days)
SMP 49
7
04/23/93
41/2
109400
3869
3000/28
50
7
04/23/93
105700
3738
51
28
05/14/93
52
28
05/14/93
Curing ASTM C -31
Test Method
Cylinders Made By
Cylinders Tested By
Slump ASTM C -143
ASTM C -39
R. Pleasant
I. Lopez
Remarks and /or Distribution
/cey
Centex Real Estate Corporation - Derek Earle, P.E.
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. /// z/ 14 03278
MAXIM EW2NE RS, WC
MAXIM ENGINEERS, INC.
Enaineerina and Environmental Consultants
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
(214) 247 -7575 • FAX (214) 484 -5804
CONCRETE CYLINDER TEST REPORT
Report Date
Sa Date
05/05/93 P
04/16/93
Standard 6" X 12"
Area 28.27 Square inches
To
Centex Real Estate
Project #
0393000701
Project
Stonemeade Estates - Paving - Coppell, Texas
Contractor
Sinacola
Location of Placement
pavement Brow - Brushy Creek Trail and Timber Trail
* R /f,'TE T /t, T S Source/ Design SSD Batch
P�iLllll,a7
OAR DATA
1V1L11
Description Wts. (Lbs. /Cu.Yd.)
Mix No.:
N/A
Concrete Supplier: On - site
Cement:
Ticket No.: N/A
Truck No.:
N/A
Fly Ash:
Time Batched: 11:00 am Sampled:
11:45 am
Coarse Aggregate:
Temperature ( ° F) Ambient: 78
Concrete:
70
Fine Aggregate:
Weather Conditions: Clear and windy
Water
Added: 0 gallons Batched:
Entrained Air Content (%): 4.5
Admixtures: Air entrained agent
(ASTM C -231)
Specimen Number
Age
Date Tested
Slump In.
Total Load Lbs.
Comprehensive
Strength P.S.I.
Type of
Fracture
Strength Required
P.S.I. /days
(Days)
SMP 53
7
04/23/93
41/2
113300
4007
L
3000/28
54
7
04/23/93
114000
4032
55
28
05/14/93
56
28
05/14/93
Curing ASTM C -31
Test Method
Cylinders Made By
[ Cyfinde; pez s Tested By
Slump ASTM C -143
ASTM C -39
A. Campbell
Remarks and /or Distribution
/cey
Centex Real Estate Corporation - Derek Earle, P.E.
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. / / -'/ / 03279
41 - 0 7 *' U1 9D Zt
MAXIM ENGINEERS, INC.
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
Engineering a n d E nvironmental Consultants (214) 247 -7575 • FAX (214) 484 -5804
IN -PLACE DENSITY OF SOIL
Report Date 05/05/93
Sample Date
04/07/93
Client Centex Real Estate
Project Number
0393000701
Project Name Stonemeade Estates - Paving - Coppell, Texas
Density Test Method ASTM D2922 and D3017
Method of Compaction
ASTM D698
Project Density Req'd 95+
Project Moisture Req'd
Opt +
Moisture /Density Relations
Material
Proctor Results
Number Description
Maximum Dry Density (pcf) Optimum Moisture %
1 Dark brown clay (lime treated)
96.8
14.4
2 Light brown and tan clay sand
110.0
22.7
Test Results
Test Material Lift Location
Dry Density
Moisture % of Maximum
Number Number
(lbs /cu. ft.)
Content ( %) Dry Density
32 1 subgrade Alley C, station 8 +50, lime treated
83.06
24.9 *86.4
33 1 subgrade Alley C, station 5 +50, lime treated
86.0
25.7 *92.4
34 2 subgrade Alley C, station 3 +00, lime treated
98.7
16.2 *86.0
* Does not meet project specifications.
Technician: J. Rivera
/bk
Centex Real Estate Corporation - Derek Earle, P.E.
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. o2913
MAXIM ENGrNIM- 6, INC
",
MAXIM ENGINEERS, INC.
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
Engineering and Environmental Consultants (214) 247 -7575 • FAX (214) 484 -5804
IN -PLACE DENSITY OF SOIL
Report Date 05/05/93
Sample Date
04/16/93
Client Centex Real Estate
Project Number
0393000701
Project Name Stonemeade Estates - Paving - Coppell, Texas
Density Test Method ASTM D2922 and D3017
Method of Compaction
ASTM D698
Project Density Req'd 95+
Project Moisture Req'd
opt +5
Moisture /Density Relations
Material
Proctor Results
Number Description
Maximum Dry Density
(pcf) Optimum Moisture %
1 Dark brown clay (lime treated)
96.8
22.7
2 Brown sandy clay (lime treated)
104.4
17.6
Test Results
Test Material Lift Location
Dry Density
Moisture % of Maximum
Number Number
(lbs /cu, ft.)
Content ( %) Dry Density
27 1 Final Alley B1, station 1 +50
92.2
26.7 95.2
28 1 Final Alley B2, station 2 +00
94.7
25.1 97.8
29 2 Final Alley Al, station 9 +00
104.1
19.7 99.7
30 2 Final Alley Al, station 6 +00
99.3
21.2 95.1
31 1 Final Alley Al, station 3 +00
93.3
25.6 96.4
All densities meet project specifications unless otherwise noted.
Technician: R. Pleasant
/bk
Centex Real Estate Corporation - Derek Earle, P.E.
City of Coppell - Larry Davis
City of Coppell - Garreth D. Campbell Sr.
Phis report is for the sole use of the client addressed. The use of our company name must receive our prior written consent. This report
toes not necessarily represent identical or similar samples.
applies only to the sample tested, and
o2914
MMM MC.FNF7•R.S, tNG
1144