Brighton Manor-LR040507Construction Materials Testing
and Environmental Consulting
Texas
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957
Fax (214) 352-69
REPORT OF CONCRETE MIX OBSERVATION
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
May 7, 2004
Street Custom Homes
Brighton Manor ~
Guzman Construction
LMC #3
Manholes - walls
Date Concrete Placed: April 30, 2004
Stund~d 6"x12"
Area 28.27 Square Inches
Conc~te Report No.: 1
PmjectNo.:204-0126
MATERIALS So.~ sso ~.,.~ w,.. OBSERVATION DATA
Mix Number: 1701 Time Sample Batched: 04:06 pm
Cement: Time Sampled: 04:42 pm
2 manholes - NE corner of,
Fly Ash: Sample Location:
Truck/Ticket No: 1096/3177460
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 85°F
Fine Aggregate: Concrete Range: 87°F
Admixtures: Slump Range (inches): I'A"
Weather Conditions: Cloudy
I Time Started: 02:30 pm
2 Time Completed: 06:00 pm
Added Water: 0 gallons Sample Air Content (%): 3 2%
Total Cubic Yards Placed: 4.5
4,200
BM 2 05/28/04
BM 3 1 W' 28 05/28/04
BM 4 H HOLD
~.STM C-3 I.C-39.c-1a3 (Unlals ~o,~ Othen~) ~,~ylinders Made By: Eh
Remarks and/or Distribution:
cc: Mr. Jim Street- Street Custom Homes
Mr Larry Davis - City of Coppell
Mr. Rodney Louviere - Fax: 972-931-6787
Texas CMT, Inc. Reviewed by:
Construction Materials Testing
and Environmental Consulting
Texas
CMT,
Inc.
10044 Monroe Drive Dallas, Texas 75229 o (214) 352-6957
Fax (214) 352-6972 www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Densit~ Report No. 3 (204-0126) Method: ASTM D2922 D3017 D698 Pa~e I of 3
Client: Street Homes Material Descnp0on Maximum Optimum
Dt3' Moisture
Density Content
Project: Brighton Manor (Lba/CuFt) Percent
Test Date: May 4, 2004 L Olive Gray Sandy Clay 103.9 19.0
2. Yellowish Orange Clayey Sand 117.6 12.8
3. Dark Brown Clay 95.8 24.0
Report Date: May 7, 2004 4. Light Brown Clay 93.9 24.0
5. Yellowish Orange Clayey Sand 120.2 11.3
6. Gray Shale 98.1 19.5
Required Density (%): Min. 95%
Required Moisture (%): Opt. 4-2%
Mat Location/Elevation (and/or) Lift in-Place In-Place Percent
Test No. D~ Density Moisture Compaction
No. (Lbs/CuFt) Content (%)
Depth
6 Final - 8" sanitary sewer line B - Hood Drive
41 Station 1+50 98.4 21.5 100.3
3 Final - 8" water line - Hood Drive
42 North of Block B, Lot 7 95,2 22.8 99.3
3 Final - 8" sanitary sewer line B - Hood Drive
43 Station 3+65 97.2 26.3 101,4
3 Final - 8" water line - Hood Drive
44 North of Block B, Lot 6 96.1 26.3 100.3
6 Final - 8" sanitary sewer line B - Hood Drive
45 Station 5+00 101.4 21.5 103.3
3 Final - 8" sanitary sewer line C - Hood Court
46 Station 1+70 98.8 25.3 103.1
3 Final - 8" water line - Hood Court
47 East of Block B, Lot 2 98.7 26.0 103.0
3 Final - 8" water line - Duncan Drive~9~8,.9
48 6" West of Block C, Lot 9 94.8 26.0
* Test results do not meet project specifications
TEXAS CMT, 1NC.
DALLAS, TEXAS
(214) 352-6957
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 3 (204-0126) Method: ASTM D2922 D3017 D698 Pa~e 2 of 3
Client: Street Homes Mate~al Descri@tlon Maximum Optimura
Project: Brighton Manor (Lba/CuFt) Percent
Required Density (%): Min. 95%
Required Moisture (%): Opt. ~2%
1 Final - 8" sanitary sewer line A
49 East of Block B, Lot 8 on Duncan Drive 103.5 19.5 )9.6
3 Final - 8" sanitary sewer line A
50 East of Block B, Lot 10 on Duncan Drive 97.4 24.0 101.6
3 Final - 8" water line
51 West of Block C, Lot 6 on Duncan Drive 98.3 22.6 102.6
I 8" water line - 2' below grade
52 West of Block C, Lot 6 on Duncan Drive I00.3 20.l 96.5
53 West of Block C, Lot 6 on Duncan Drive 98.9 25.5 103.2
1 8" sanitary sewer line A - 2' below grade
54 East of Block B, Lot 10 on Duncan Drive 108.9 20.7 104.8
3 8" sanitary sewer line A -1' below grade
55 East of Block B, Lot 10 on Duncan Drive 99.2 23.6 103.5
3 8" sanitary sewer line A - 2, below grade
56 6" East of Block B, Lot 8 on Duncan Drive 96.3 26.0~00.5
3 8" sanitary sewer line A -1' below grade 99.4
57 6" East of Block B, Lot 8 on Duncan Drive 23.9 1~7
* Test results do not meet project specifications
TEXAS CMT, INC.
DALLAS, TEXAS
(214) 352-6957
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 3 (204-0126) Method: ASTM D2922 D3017 D698 Pa~e 3 of 3
Client: Street Homes Material Description Maximum Optimum
D~ Moisture
Project: Brighton Manor (Lbs~CuFt) Pement
Test Date: May 4, 2004 l. Yellowish Orange Clayey Sand 117.6 12.8
Report Date: May 7, 2004 4. Light B~own Clay 93.9 24.0
Required Density (%): Min. 95%
Required Moisture (%): Opt. 4-2%
Tes~ (Lbs/CuFt) Content (%)
3 8" water line - 2' below grade
58 West of Block C, Lot 9 on Duncan Drive 95.8 25.0 100.0
3 8" water line - 1' below grade
59 West of Block C, Lot 9 on Duncan Drive 99.5 22.4 103.8
3 8" sanitary sewer line B - 2' below grade - Hood Drive
60 Station 1+50 91.2 30.4 * 95.1
3 8" sanitary sewer line B - 2' below grade - Hood Drive
61 Station 3+60 90.8 30.0 * 94.7 *
3 8" water line on Hood Drive - 2' below grade
62 South of Line B, Station 3+60 98.6 24.4 102.9
3 8" water line on Hood Drive - 1' below grade
63 South of Line B, Station 3+60 95.3 26.0 99.4
4 8" sanitary sewer line C - 2' below grade - Hood Court
64 Station I+70 92.4 25.3 98.4
3 8" sanitary sewer line C - 1, below grade - Hood Court ~
65 6" Station 1+70 94.5 26.0~98.7
3 8" water line - 2' below grade - Hood Court
66 91.3 30.3 * ~5.3
........ · Test results do not meet project specifications ~ ~'~ ~
M~. La~y Davis - City of Coppell
Mr. Rodney Lonvie~e - Fax: 972-931-6787