Willow Park-LR111130Rone 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
Report of Plasticity Index of Soils
Client: JR Rose Development Companies Report No.: 403258
2209 Cameron Crossing Project No.: 1116815
Grapevine, TX 76051
Date of Service: 11/29/2011
Report Date: 11/30/2011
Project: Willow Park Townhomes -
Coppell, Texas
Services: Obtain a sample of material and bring back to laboratory for testing to determine the liquid limit, plastic limit and the plasticity index.
Contractor:
Source of Materia: n/a
Sample Preparation: Moist
Test Method: ASTM D4318 Method -B
_S' 1 0
0� G otf 61
.'V V
Liquid Limit: l
Plastic Limit:
Plasticity Index:
Remarks: Non - plastic
i21�Y�o >r
PROJECT DATA
REPORT OF TEST
Date Sampled:
Sampled By:
Soil Description:
Light Brown Sand
Classification:
Sample Location:
West Road
11/29/2011
Webber, Chris
Technician: Chris Webber Started: 03:15pm Finished: 04:30pm Rone Engineering
Report Distribution:
Ong: JR Rose Development Companies (Grapevine, TX)
Attn: Mr. Jason Rose (1 -ec copy)
1 -ec Rone Project Manager Attn: Mr. Jason Creasy AET
1 -ec City of Coppell Attn: Mr. Mike Garza
Jason Creasy, AET
Project Manager
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.
(KA/JC)
Page 1 of 1
■
Concrete Mix Design Submittal
Contractor: JR Rose Architecture
Attn: Jason Rose
Project: New Streets @ Denton Creek
Cement Holcim
Fly Ash
ISG
Coarse Agg.
Hanson
Fine Agg
Trinity
Water
AdMix
Euclid
AEA
Euclid
Slump
One cubic yard mix design - S.S.D
ASTM C -150
ASTM -C -618
ASTM C -33
ASTM -C -33
Potable
ASTM -C -494
ASTM C -260
ASTM -C -143
Ty 1 /II
Class C
1" / #57
WR -91
R -100
3 -5%
S' max
Date: 11/10/2011
e�
Mix #: 601
564 Lbs.
0 Lbs.
1840 Lbs.
1270 Lbs.
266 Lbs.
22.56 Ozs.
11.28 Ozs.
3.7 Ozs.
Comp Strength: ASTM C -39 4000 PSI
CONCRETE SAMPLED AND TESTED CONFORMI TO ASTM C -94.
PLEASE FORWARD CONCRETE TEST TO:
GATEWAY CONCRETE, INC. /
P.O. Box 77942 • Fort Worth, TX 76177 . email: gatewayconcrete@verizon.net
Office: 940 -648 -3033 • Dispatch: 940-242-3100 • Fax: 940 -242 -3102
P.O. Box 77942 • Fort Worth, TX 76177 • email: gatewayconcrete @verizon.net
Office: 940 -648 -3033 * Dispatch: 940 -242 -3100 • Fax: 940- 242 -3102
MIX #
601
CONTRACTOR:
VARIOL
28 DAY STRENGTH
4000
JOB: VARIOUS
AGGREGATE SIZE:
1"
CEMENT:
564 #
TYPE 1
HOLCIM
FLY ASH:
0 #
ISG
COARSE AGGREGATE:
1840 #
1" ROCK
HANSON
FINE AGGREGATE:
1270 #
TRINITY
ADMIXTURE: WR -91
22.56 Oz
EUCLID
ADMIXTURE: R -100
11.28 Oz
AEA:
3.7 Oz
EUCLID
WATER
266 #
28 DAY AVERAGE:
DATE:
REPORT # TEMPERATURE
SLUMP
% AIR
7 DAY 14 DAY
28 DAY
CON
AMB
8/29/2011
71
61
3.75
37
4280
4730
72
61
3.5
4.6
4090
4530
71
60
3.75
3.5
3930
4320
9/11/2011
75
69
335
42
4050
5010
9/12/2011
80
72
4.75
4.3
3800
4590
71
56
4.5
3.5
3950
4540
70
57
4
3.8
3890
4630
70
62
4.25
3.9
4280
4340
9/19/2011
74
55
4.75
43
4000
4920
73
57
4.5
5.9
3950
4830
74
60
4.25
5.8
3870
4700
912l/2011
74
51
4.75
3.7
4150
5120
76
53
4.75
4.3
3990
4810
76
54
3.75
6
4060
4990
74
54
4.5
3.7
3950
4790
9/25/2011
69
51
5
4.9
4170
5310
71
52
425
6.3
4390
5210
72
59
4.25
3.9
3910
4350
10/3/2011
69
64
375
15
4050
5350
68
64
4
4.1
4410
5510
70
N/A
3.75
3.5
4190
4950
10/4/2011
64
38
4.75
5.9
4600
5340
65
37
4.25
6.3
4810
5380
66
39
335
3.7
4680
5310
10/5/2011
66
40
4.25
6.2
4270
5190
58
47
4.5
5.9
4630
5510
59
48
415
6.3
4330
5130
10 /8/2011
69
52
4.25
5.7
4790
5330
69
54
4.25
4.2
4680
5380
10/18/2011
66
55
4.25
5.9
4340
5740
P.O. Box 77942 • Fort Worth, TX 76177 • email: gatewayconcrete @verizon.net
Office: 940 -648 -3033 * Dispatch: 940 -242 -3100 • Fax: 940- 242 -3102
Version 6 2
4111:16,
Holcim Material Certification
-eport
Material: Portland Cement Test Period: 1- Dec -2009
Type'. 1 -II ASTM C 150 To: 31- Dec -2009
Certification
Holcim cement meets the specifications of ASTM C 150 for Type 1 -11 cement
General Information
Supplier Holcim (US) Inc.
Source Location. Midlothian Plant
Address 1800 Dove Lane
1800 Dove Lane
Midlothian, TX 76065
Midlothian, TX 76065
Telephone (972) 923 -5800
Contact. Urs Fuchs
Date Issued: 19- Jan -2010
The following information is based on average test data during the test period. The data is typical of cement shipped by Hoicim: individual
shipments may vary
Tests Data on ASTM Standard Requirements
Chemical
Physical
Item
Limit
Result
Item
Limit"
Result
Si02 ( %)
20.0
Air Content ( %)
12 max
10
AI2O3 ( %)
6.0 max
4.7
Blaine Fineness (M2 /kg)
260 min
382
Fe2O3
6.0 max
3.4
Ca0 ( %)
64.0
Mg0 ( %)
6.0 max
0.8
Autoclave Expansion ( %) (C 151)
0.80 max
0.01
S03(%) a
3.0 max
3.6
Compressive Strength MPa (psi):
Loss on Ignition ( %)
3.0 max
2.4
Insoluble Residue ( %)
0.75 max
0.51
3 days
10.0 (1450) min
26.1 (3780)
CO2 M
1.3
7 days
17,0 (2470) min
32.4 (4700)
Limestone ( %)
5.0 max
3.7
CaCO3 in Limestone ( %)
70 min
81
Initial Vicat (minutes)
45 -375
96
Inorganic Processing Addition
5.0 max
0.0
Potential Phase Compositions
Mortar Bar Expansion ( %) (C-1038)
-
0.008
C2S N
13
C3A N
8 max
7
C,aAF ( %)
10
Tests Data on ASTM Optional Requirements
Chemical I
Physical
Item
Limit"
Result I
Item
Limit n
Result
E uivalent Alkalies °l0
0.61 lFalse
Set ( %)
50 min
73
Notes
" Dashes in the limit / result columns mean Not Applicable.
8 it is permissible to exceed the specification limit assuming ASTM C 1038 Mortar Bar Expansion does not exceed 0.020 %.
C Maximum total alkali, based on a 95 % confidence interval level per TxDOT DMS 4600 0.62 %,
Adjusted per Annex At .6 of ASTM C150 and AASHTO M85.
This data may have been reported on previous mill certificates. It is typical of the cement being currently shipped.
t
Version 6 2
,N
•
Holc m Material Certification Report
Material: Portland Cement Test Period: 01- Dec -2009
Type: 1 -II ASTM C 150 To 31- Dec -2009
Certification
Holcim cement meets the specifications of ASTM C 150 for Type 1 -II cement
General Information
Supplier:
Holcim (US) Inc.
Source Location. Midlothian Plant
Address:
1800 Dove Lane
1800 Dove Lane
Midlothian, TX 76065
Midlothian, TX 76065
Telephone:
(972) 923 -5800
Contact. Urs Fuchs
Date Issued 19- Jan -2010
The following
information is based on average test data during the test period. The data is typical of cement shipped by Holcim: individual
shipments may vary
Additional Data
Inorganic Processing Addition Data
Base Cement Phase Composition
Type
Item Res ult"
Item Res u It
Amount ( %)
C'S (%) 60
C'S ( %)
SiO2 (%)
13
C3A ( %) 7
Al2O3 N
C4AF ( %) 1
Fe2O3 N
CaO ( %)
SO3 ( %°)
Page 2 of 2