Stonemeade-LR 930514MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 a Dallas, TX 75229
Engineering and Environmental Consultants (214) 247 -7575 a FAX (214) 4845804
CONCRETE CYLINDER TEST REPORT
Report Date
05/14/93 Sample Date
04/21/93
Standard 6" X 12"
Area 28.27 Square inches
TO
Centex Real Estate
Project #
0393000701
Project
Stonemeade Estates - Paving - Coppell, Texas
Contractor
Mario Sinacola
Location of Placement
Pavement / Intersection
Design
MATERIALS
OTHER DATA
Description Wts Lbs./CBatch
Mix No.:
Concrete Supplier:
On site
Cement:
Ticket No.: n/ a
Truck No.:
Fly Ash:
Time Batched: n/a
Sampled:
3:00 pm
Coarse Aggregate:
Temperature ( °F) Ambient: 70 0 F
Concrete:
0
7O F
Fine Aggregate:
Weather Conditions:
Clear and Windy
Water
Added: gallons Batched: AEA
Entrained Air Content (%): 3.2%
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)
SMP 61
7
04/28/93
7
114700
4057
4000/28
62
7
04/28/93
111400
3940
a
63
28
05/19/93
64
28
05/19/93
Curing ASTM C -31
Test Method
Cylinders Made By
Cylinders Tested By
Slump ASTM C -143
ASTM C -39
A. Campbell
I. Lopez
Remarks and/or Distribution
/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. o3661
4 o I If- i " L•, i
MAXIM ENGINEERS, INC. 2342 Fabens a P.O. Box 59902 • Dallas, TX 75229
Engineering and Environmental Consultants (214) 247 -7575 • FAX (214) 4845804
IN -PLACE DENSITY OF SOIL
Report Date
05/14/93
Sample Date
04/30/93
Client
Centex Real Estate
Project Number
0393000701
Project Name
Stonemeade Estates - Paving - Coppell, Texas
Content (%)
Dry Density
Density Test Method
ASTM D2922 and D3017
Method of Compaction
ASTM D698
Project Density Req'd
95+
Project Moisture Req'd
-2+4
Material
Number
1
Description
Dark brown clay (lime treated)
Proctor Results
Maximum Dry Density (pcf)
96.8
Optimum Moisture %
22.7
Test
Material Lift
Location
Dry Density
Moisture
% of Maximum
Number
Number
(lbs /cu. ft.)
Content (%)
Dry Density
40
1 Final
Left turn lane, Hertz and Parkway, 140' west
94.4
20.7
97.5
of intersection
41
1 Final
Left turn lane, Hertz and Parkway, 50' west
94.2
22.2
97.3
of intersection
All densities meet project specifications unless otherwise noted.
Technician: L. Amason
/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. o3597
bu+xot nacWmss, UK-
_ --
1 1