Chateaus-LR081006
Report of Concrete Compressive Strength Test
Client: CTM-Coppell, LLC c/o Lenart Development Co., LLC Report No.: 330029
520 Central Parkway E Project No.: 0814523
Piano, TX 75074 Date of Service: 08/08/2008
Report Date: 10/06/2008
project:; hateaus of Coppell
Service : Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring
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Contractor:
Concrete Supplier: LMC
Plant: NA
Specification Requirements
Strength: 4,200 psi @ 28 days
Slump (in.): 2" - 4"
Air (%): 3% - 6%
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
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength
Set No. Tested (days) (In) (in') (Ibs) (psi)
1 1 08/15/2008 7 5.99 28.18 105,520 3,740
2 09/05/2008 28 5.99 28.18 127,820 4,540
3 09/05/2008 28 5.99 28.18 119,490 4,240
Average 4,390
4 10/03/2008 56 5.99 28.18 154,060 5,470
Rone Engineering
.
~E3 ~~ [Q] ~ DO D
Type 1
Type 2 Type 3 Type 4
Type 5
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Mix Design I.D.: 1851
Placement Date: 08/08/2008
Weather Conditions: Cloudy
Time Sampled: 01 :OOpm
Temperature - Air: 890F
Truck No: 959
Air Content: 4.6%
Overall Placement Location:
Manholes, Station 4+37 line D, Station 3+86.62 and Station 4+51.54 line B
Batch time: 11: 12pm
Concrete: 970F
Ticket No: 7196571
Unit Weight (pet): NA
Measured
Slump
(inches)
2.75
Sample Location:
Station 3+86.62
Fracture
Type
Type2
Type3
Type2
Type2
Type 6
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live
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.
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Rone Engineeri.ng
"
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-Coppel!, LLC C/o Lenart Develop
520 Central Parkway E
Plana, TX 75074
Report of In-Place Density Testing
334286
Project: Chateaus of Cappel!
Services: Perform In-Place Density Testing
Contractor:
Test Method: ASTM D-6938
Gauge: Troxler 3430
Gauge Serial No: 24675
Test Mode: DT
Standard Counts
oistur.e Density
Current: 533 Current: 2474
Previous: 535 Previous: 2471
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
Optimum +4 95 min
16.4
Test Location
FIELD DENSITY TESTS
Probe MID
Depth No.
Test
No
Moisture Wet Density Dry Density Density
% (pet) (pet) (% maxI
Utilities
Franchise utilities at Montebello, lot 17, l' below 8" 325190 18.4 123.6 104.4 95
grade
Utilities ~
2 Franchise utilities at Montebello, lot 17, 2' below 8" 325190 17.8 12 104.0 95 ..
grade ~'" /'
Utilities .~
3 Franchise utilities at Montebello, lot 14, l' below 8" 325190 ...,..16:7 '122.7 105.1 96
grade /
Utilities /'
4 Franchise utilities at Montebello, lot 14, 2' below 8" 325190,,""'- 18.6 124.3 ~ 1'04.8 96
grade ./ / '"
Utilities
i'
5 Franchise utilities at Montebello, lot 11, l' below 8" /325190 18.6 123.5 104.1 95
grade ./ "'
..~
Utilities J-
6 Franchise utilities at Montebello, lot 11, 2' below 325190 18.2'/' 123.0 104.1 95
grade I .'
Utilities
7 Franchise utilities at "'Y' "below 325190 17.2 123.6 105.5 96
grade
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.
(TM/CL) Page 1 of 4
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.
(TM/CL) Page 2 of 4
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
CTM-Coppell, LLC c/o Lenart Development Co., LLC
520 Central Parkway E
Plana, TX 75074
Report of In-Place Density Testing
Report No.: 334286
Project No.: 0814523
Date of Service: 09/26/2008
Report Date: 10/06/2008
Project: Chateaus of Coppell
Services: Perform In-Place Density Testing
Test Location
FIELD DENSITY TESTS
Probe MID
Depth No.
Test
No
20
Utilities
Franchise utilities al Corsea, 101 52, 2' below
grade
Moisture Wet Density Dry Density Density
% (pet) (pet) (% max)
8"
325190
17.6
123.6
105.1
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.
(TM/CL) Page 3 of 4