Park Meadow-LR 851015Maxim Engineers Inc.'
Geotechnical
Materials Testing
Consultants
2342 Fabens
P.O. Box 59902
Dallas, Texas 75229
(214) 247-7575
RECEIVED
mm
m
Concrete Cylinder Test Report
Report Date
To
Project
Contractor
Concrete Supplier and Plant
Location of Placement
10115/85
Coppell Municipal
Sample Date 10/04/85 Standard 6"x 12"
Area 28.27 Square inches
Utility District c/o Pierce-Lunsford Associates, Inc.
Park Meadow IL_
American Developers.
Pioneer Concrete Star Division, Plant #1604, M~.,o. 4700
Truck #531
Manhole for sanitary sewer on Still Forest Rd., station
3+17, line K .
Materials Source/ SSD Batch-Wts.
Description (Lbs./Cu./Yd.) Other Data
Cement ~
Fly Ash
Coarse Aggregate
Intermediate Aggregate
Fine Aggregate
Admixtures:
1.
2.
Add~:l Water
1"crushed stone
none
Specimen
Number
PMI I . 1
2 -
3-
Curing ASTM C-31
Age
(Days)
7
28
28
Test Method
ASTM C-39
Date Tested
10/11/85
(11/01/85)
(11/01/85)
Time Batched:
Time Sampled:
Ticket No.:
Temperature:
Weather Conditions:-
10:15 a.m.'
10: 40 a.m.
409144
Ambient 65° Co.:ete. 79°
~Cloudy with moderate
northerly wi nds
Entrained Air Content
slump
In.
2 1/2
Fracture: Regular (UNO)
Compressive Strength
80400
Cylinders Made By: -
Total Load
Lbs.
Strength Required
P.S.I./days.
3000/28.
--- .
M.Y.
3155-411026 -
District c/o Pierce-Lunsford Associates,
District c/o Pierce-Lunsford Associates,
Remarks and/or Distribution
TN
Coppell Municipal Utility
- Jeff Hawkins
Coppell Municipal 'Utility
- Craig Goodpastor
Ginn, Inc. - Steve Pennington ~' ....
Wi seco Land Development - Tom Wi se
Inc;
Inc.
Maxim Enqineers, Inc.
Reviewed by: ~)
Maxim Engineers Inc.
Geotechnicat
Materials Testing
Consultants
2342 Fabens
P.O. Box 59902
Dallas, Texas 75229
(214) 247-7575
m
m
In-Place Density of Soil
Report Date
To
Project
Material
10/15/85 Sample Data 10/09/85
Coppell Municipal Utility District, c/o Pierce-Lunsford Associates, Inc.
Park Meadow II, Coppell, Texas
Brown and light brown silty clay
with some stones
Maximum Dry Density Optimum Moisture
(Lbs./Cu. Ft.) (Percent)
101.3 16.2
Density Test Methods:
ASTM D2922 & D3017
ASTM D-698
Meth~ of Companion:
Test
No.
~ 3
Material L ift Location
NO.
Dry Moisture Content
Density
Lbs./Cu. Ft. I (%)
2' below Sanitary lateral backfill,
Percent (%) of
Maximum Dry Density
99.7 16.3 98.4
grade
2' below
grade
Final
25' west of Block 5, Lot 8
Sanitary sewer lateral backfill 95.8 19.3
25' west of Block 5, Lot 11
Sanitary sewer line at 87.9. 17.0
STA. 1+00
*Does not meet project specifications for density.
95.5
Rereads and/or Distribution
Technician: R.E.D. & C.B. #3155-411026
/md
Coppell Municipal Utility District, c/o Pierce-Lunsford Associates - Jeff Hawkins
Coppell Municipal Utility District, c/o Pierce-Lunsford Associates - Craig Goodpastor
Ginn, Inc. - Steve Pennington '--'--
Wiseco Land Development - Tom Wise
M~im Engineers, Inc. Reviewed by: ~