Chateaus-LR080814
RoneEngineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, 8te 600, Houston, TX 77040
4421 Freldrich, 8te 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client: CTM-Coppell, LLC c/o Lenart Development Co., LLC
4601 Old Shepard Place
Plana, TX 75093
Report of In-Place Density Testing
Report No.: 330044
Project No.: 0814523
Date of Service: 08/08/2008
Report Date: 08/14/2008
Project: Chateaus of Coppell
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor:
Test Method: ASTM 0-6938
Gauge: Troxler 3430
Gauge Serial No: 31705
Test Mode: DT
Standard Counts
Moisture Density
Current: 634 Current: 2481
Previous: 693 Previous: 2594
MOISTURE DENSITY RELATIONS
MID No.
325190
Description
Dark Brown I Sandy Silty Clay wI Trace LSF
Moisture
%
16.4
Maximum
Density
(pet)
109.5
Project Requirements
Moisture Density
-3/+3 95 min
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. "I. (pet) (pet) (% max)
Backfill, sanitary sewer e2
Line D, Station 4+50, final 6" 325190 17.0 126.4 108.0
Backfill, sanitary sewer P
2 Line D, Station 5+65, final 6" 325190 18.2 124.3 105.2
~fa ~~ &
d
~
(I
0-
liMITATiONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(Go/eL) Page 1 of 2
RoneEn2==
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freldrlch, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Client: CTM-Cappell, LLC cia Lenart Development Co., LLC
4601 Old Shepard Place
Plana, TX 75093
Report No.: 329757
Project No.: 0814523
Date of Service: 08/06/2008
Report Date: 08/14/2008
Project: Chateaus of Coppell
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
Contractor:
Concrete Supplier: LMC
Plant: 7
Specification Requirements
Strength: 4,200 psi @ 28 days
Slump (in.): 2" - 3"
Air (%): NA
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
Mix Design 1.0.: 1851
Placement Date: 08/06/2008
Weather Conditions: Cloudy
Time Sampled: 01 :30pm
Temperature - Air: 950F
Truck No: 1087
Air Content: 4.5%
Overall Placement Location:
Manhole, Station 8+82 and Station 13+15
Batch time: 12:06pm
Concrete: 900F
Ticket No: 7196466
Unit Weight (pet): NA
Measured
Slump
(inches)
3.5
Sample Location:
Station 8+82
REPORT OF TESTS
Cylinder
Marked Date
Set No. Tested
1 1 08/13/2008
1 2 09/03/2008
1 3 09/03/2008
4 1 % 1 /2008
Age
(days)
7
Diameter
(in)
5.99
28
28
56
0E:J ~~ fill] G DO D
Type 1
Type 2 Type 3 Type 4
Type 5
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
124,800
Compressive
Strength
(psi)
4,430
Fracture
Type
Type5
Area
(inZ)
28.18
Type 6
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(GO/eL) Page 1 of 2
Rone En~:=i
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, 8te 600, Houston, TX 77040
4421 Freldrlch, 8te 195, Austin, TX 78744
Corporate Phone: (2141630-9745
Client:
CTM-Coppell, LLC c/o Lenart Development Co., LLC
4601 Old Shepard Place
Plana, TX 75093
Report of Concrete Compressive Strength Test
Report No.: 329633
Project No.: 0814523
Date of Service: 08/05/2008
Report Date: 08/14/2008
Project: Chateaus of Coppell
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
Contractor:
Concrete Supplier: LMC
Plant: 7
Specification Requirements
Strength: 4,500 psi @ 28 days
Slump (in.): 2" - 3"
Air (%): NA
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
Mix Design 1.0.: 1851
Placement Date: 08/05/2008
Weather Conditions: Partly cloudy
Time Sampled: 01 :40pm Batch time: 12:24pm
Temperature - Air: 980F Concrete: 960F
Truck No: 1087 Ticket No: 7196411
Air Content: NA Unit Weight (pet): NA
Overall Placement Location:
Manhole, line A, Stations 3+08.83 and 5+84
Measured
Slump
(inches)
2.5
Sample Location:
Manhole, Station 5+84 line A
REPORT OF TESTS
Cylinder
Marked Date
Set No. Tested
1 1 08/12/2008
1 2 09/02/2008
1 3 09/02/2008
4 09/30/2008
Age
(days)
7
Diameter
(in)
5.99
28
28
56
0r:J [g][g ~ t;] DO 0
Type 1
Type 2 Type 3 Type 4
Type 5
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
95,060
Compressive
Strength
(psi)
3,370
Fracture
Type
Type2
Area
(in2)
28.18
Type 6
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(ADW/CL) Page 1 of 2
Rone En~==
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freldrlch, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client: CTM-Coppell, LLC c/o Lenart Development Co., LLC
4601 Old Shepard Place
Piano, TX 75093
Report of In-Place Density Testing
Report No.: 329634
Project No.: 0814523
Date of Service: 08/05/2008
Report Date: 08/13/2008
Project: Chateaus of Coppell
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor:
Test Method: ASTM 0-6938
Gauge: Troxler 3430
Gauge Serial No: 060003
Test Mode: DT
Standard Counts
Moisture Density
Current: 712 Current: 2802
Previous: 722 Previous: 2815
MOISTURE DENSITY RELATIONS
MID No.
325190
325191
Description
Dark Brown I Sandy Silty Clay wI Trace LSF
Brown I Clayey Silty Sand
Moisture
%
16.4
13.0
Maximum
Density
(pet)
109.5
116.7
Project Requirements
Moisture Density
-2/+2 95 min
-2/+2 95 min
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. Ola (pet) (pet) (% max)
Utility backfill
8" sanitary sewer line E, Station 1 +00, 8' below 6" 325190 14.8 120.9 105.3 96
subgrade
Utility backfill
2 8" sanitary sewer line E, Station 1 +04, 7' below 6" 325190 16.5 123.7 106.2 97
subgrade
Utility backfill
3 8" sanitary sewer line E, Station 1 +09, 6' below 6" 325190 17.1 125.9 107.5 98
subgrade
Utility backfill
4 8" sanitary sewer line E, Station 1 +1 0, 5' below 6" 325190 14.5 120.7 105.4 96
subgrade
Utility backfill
5 8" sanitary sewer line E, Station 1 +14,4' below 6" 325191 15.0 127.5 110.9 95
subgrade
Utility backfill
6 8" sanitary sewer line E, Station 3' below 6" 325191 14.9 127.7 111.1 95
subgrade
Utility backfill
7 8" sanitary sewer line E, Station 1 +19, 2' below 6" 325191 13.5 130.4 114.9 99
subgrade
LIMIT A nONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services. Ltd.
(GD/eL) Page 1 of 3
Rone En~==
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freldrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
CTM-Coppell, LLC cia Lenart Development Co., LLC
4601 Old Shepard Place
Plana, TX 75093
Report of In-Place Density Testing
Report No.: 329634
Project No.: 0814523
Date of Service: 08/05/2008
Report Date: 08/13/2008
Project: Chateaus of Coppell
Services: Perform In-Place Density Testing
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (%max)
Utility backfill
8 8" sanitary sewer line E, Station 1 +22, l' below 6" 325191 14.4 128.4 112.2 96
subgrade
Utility backfill
9 8" sanitary sewer line E, Station 1 +25, final lift 6" 325190 17.9 123.2 104.5 95
Utility backfill
10 8' main service, block C, lot 52, l' below 6" 325190 14.8 120.9 105.3 96
subgrade
Utility backfill
11 8' main service, block C, lot 52, final lift 6" 325191 11.1 124.8 112.3 96
Utility backfill
12 8" sanitary sewer line E, Station 3+00, 8' below 6" 325191 13.5 126.1 111.1 95
subgrade
Utility backfill
13 8" sanitary sewer line E, Station 2+98, 7' below 6" 325190 15.5 121.8 105.5 96
subgrade
Utility backfill
14 8" sanitary sewer line E, Station 2+97, 6' below 6" 325190 16.9 123.1 105.3 96
subgrade
Utility backfill
15 8" sanitary sewer line E, Station 2+95, 5' below 6" 325190 17.9 123.6 104.8 96
subgrade
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(GD/CL) Page 2 of 3
Rone En~~
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrieh, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
CTM-Coppell, LLC c/o Lenart Development Co., LLC
4601 Old Shepard Place
Plana, TX 75093
Report of In-Place Density Testing
Report No.: 329759
Project No.: 0814523
Date of Service: 08/06/2008
Report Date: 08/13/2008
Project: Chateaus of Coppell
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor:
Test Method: ASTM 0-6938
Gauge: Troxler 3440
Gauge Serial No: 26991
Test Mode: DT
Standard Counts
Moisture Density
Current: 670 Current: 2373
Previous: 673 Previous: 2391
MOISTURE DENSITY RELATIONS
MID No.
325191
Description
Brown / Clayey Silty Sand
Moisture
%
Maximum
Density
(pet)
116.7
Project Requirements
Moisture Density
-2/+2 95 min
13.0
Test
No
Test Location
FIELD DENSITY TESTS
Probe MID
Depth No.
Moisture Wet Density Dry Density Density
% (pet) (pet) (% maxI
Utility backfill
8" sanitary sewer line A, Station 2+25, 4' below 6" 325191 12.6 129.4 114.9 99
subgrade
Utility backfill
2 8" sanitary sewer line A, Station 2+25, 2' below 6" 325191 13.0 128.9 114.1 98
subgrade
Utility backfill
3 8" sanitary sewer line A, Station 2+25, final 6" 325191 13.4 130.3 114.9 99
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, LId.
(Aw/eL) Page 1 of 2
Rpne EnS==
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, 8te 600, Houston, TX 77040
4421 Freldrieh, 8te 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
CTM-Coppell, LLC c/o Lenart Development Co., LLC
4601 Old Shepard Place
Plana, TX 75093
Report of In-Place Density Testing
Report No.: 329899
Project No.: 0814523
Date of Service: 08/07/2008
Report Date: 08/13/2008
Project: Chateaus of Coppell
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor:
Test Method: ASTM 0-6938
Gauge: Troxler 3430
Gauge Serial No: 31705
Test Mode: DT
Standard Counts
Moisture Density
Current: 693 Current: 2594
Previous: 702 Previous: 2495
MOISTURE DENSITY RELATIONS
MID No.
325190
Description
Dark Brown I Sandy Silty Clay wi Trace LSF
Moisture
%
Maximum
Density
(pet)
109.5
Project Requirements
Moisture Density
-2/+2 95 min
16.4
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (% max)
Backfill, sanitary sewer
Gridline D at Station 4+42 6" 325190 18.0 124.5 105.5 96
Backfill, sanitary sewer
2 Gridline D at Station 5+70 6" 325190 18.0 125.7 106.5 97
Backfill, sanitary sewer
3 Gridline A at Station 3+15 6" 325190 16.8 123.8 106.0 97
Backfill, sanitary sewer
4 Gridline A at Station 5+50 6" 325190 15.3 121.1 105.0 96
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(GO/eL) Page 1 of 2
Rone En~~
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrlch, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
CTM-Coppell, LLC c/o Lenart Development Co., LLC
4601 Old Shepard Place
Plana, TX 75093
Report of Moisture Density Relationship
Report No.: 329694
Project No.: 0814523
Date of Service: 08/05/2008
Report Date: 08/08/2008
Project: Chateaus of Coppell
Services: Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
Contractor:
Test For: Utility Backfill
Material: Tan Brown Silty Clayey Sand
Classification: Utility Backfill
Test Method: ASTM D-4318
ASTM D-698 Method-A
Date Sampled: 08/05/2008
Material Preparation: Dry
Rammer Type: Mechanical
Sampled By: Garza, Oscar
Sample Location:
On Site
REPORT OF TEST
Maximum Dry Density, pcf:
Optimum Moisture Content, %:
115.4
11.7
100% saturation line
for SG = 2,65 Estimated
120
Liquid Limit: 30
Plastic Limit: 14
Plasticity Index: 16
'l3 115
a.
;0:;
lii
i5
o
>-
0110
% Passing #200: 47.1
105
$ 9 10 11 12 13 14 15 1~
M>isture. Cohtent.. percent
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition. appearanoe, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced exoept in full without the written approval of Rone Engineering Services, Ltd.
(DC/Cll Page 1 of 2