Brighton Manor-LR040628Construction Materials Testing
and Environmental Consulting
Tex s
CMT,
I13.C,
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957
Fax (214) 352-6972 www ,texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: June 28, 2004
Client:
Project:
Concrete Supplier and Plant:
Location of Placement:
Street Custom Homes
Brighton Manor ~
C-Con Services, Inc%
TX143
Paving & sidewalk
MATERIALS
Date Concrete Placed: June 25, 2004 Standard 6"x12"
Area 28,27 Square Inches
Concrete Report No.: 5
Project o.: 204-0126
OBSERV~
Mix Numb~E 9567
C~mcnt:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
2
Added Water: 0 gallons
BM 17
BM 18
BM 19
BM 20
06/28/04 15 I, 160
07/02/04
07/23/04
07/23/04
Time Sampl~ Batched:
Time Sampled:
Sample Locatiola:
Truck/Ticket No:
Temperature:
Ambient Range:
Concrete Range:
Slump Range (inches):
Weather Conditions:
Time Started:
Time Completed:
Sample Air Content (%):
Total Cubic Yards Placed:
Requir ~d Strength (Lbs./msC[-m-
10:55 am
11:30 am
SW comer of Duncan & samuel Road
805/3555457
93°F
95°F
Cloudy
09:30 am
01:00 pm
4%
3
: 4,000
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 IN-PLACE DENSITY AND MOISTURE OF SOIL
Densit-/Report No. 9 (204-0126) Method: ASTM D2922 D3017 D698 Pa~t 1 of 2
Client: Street Homes Material Descripnon Maximtma Optimum
Density Content
Project: Brighton Manor (Lbs/Cur0 Percent
1. Olive Gray Sandy Clay 103.9 19.0
Test Date: June 25, 2004 2. Yellowish Orange Clayey Sand 117.6 12.8
3. Darg Brown Clay 95.8 24.0
Repor~ Date: June 28, 2004 4. Light Brown Clay 93.9 24.0
S. Yellowish Orange Clayey Sand 120,2 11.3
6. Gray Shale 98.1 19.5
Required Density (%): Min. 95%
Required Moisture (%): Opt. *2.5%
Mat Location/Elevation (an~or) Lilt In-Place In-Pla~e Percent
Test
No. I (Lbs/Curt) Content (%)
Probe
I Final - 8" water line along Duncan Drive
98 40' W. & 5' N. of fire hydrant along south side 105.6 18.4 I 01.6
2 Final - 8" water line along Duncan Drive
99 400' W. & 10' S. of fire hydrant along south side 115.7 12.3 98.4
Test results meet project specifications
cc: Mr. Jim Street- Street Homes
Mr Larry Davis - City of Coppell
Mr Rodney Lou',icre - Fax: 972-931-6787