DR1201-SP130605 Iw
CONCRETE
June 5,2013
Redi-Mix Concrete,LP.
To: a US Concrete Company
The Fain Group Inc The Technical Service Department
331 North Main St
Project: Creekview Dr Retaining Wall Euless,TX 76039
RE: Submittal Provisions Office:(81 835-4100
Fax(817)835-4074
RedimbcQC @us-concrete.com
Enclosed you will find the necessary submittal documents for the referenced project above for your wHVV.us-concrete rom
review.
Redi-Mix's strength guarantee per ASTM C94 will not be effective unless the field sampling has been,done per ASTM
C172 and ASTM C31 and the laboratory testing fully complies with ASTM C39 and ASTM C1077.Redi-Mix will also
guarantee the strength performance of the mix designs submitted for a concrete temperature between 55°F and 95°F
provided the design plastic properties are not exceeded and the concrete is placed within 90 minutes of batch time.This
concrete temperature range shall not supersede any temperature specification.All concrete should be placed and
cured with the appropriate ACI guidelines and recommendations for hot and cold weather concreting. Redi-Mix
cannot be responsible for non-conformance of strength if cylinders are not cured per ACI 301,section 1.6.3.2.
Hot weather concreting practices will require you to order ice and/or chilled water to meet concrete,temperature
specifications. The purchaser shall be responsible for precautions taken against excessive wind, heat and low
humidity per ACI 305 guidelines.The purchaser shall assume responsibility for any concrete defects related to
the finishing process(cracking,scaling,dusting,delamination,discoloration,etc.),which is beyond Redi-Mix's
controL This includes proper preparation, compaction and wetting of subgrade as well as proper spacing and
depth of joints and rebar.During periods of cold weather,all concrete surfaces should be protected from freezing for
at least the first 24 hours after placement to allow the concrete to attain a compressive strength of 500 psi.Should the
purchaser elect not to order temperature control measures,the purchaser shall then assume all liability for costs
associated with rejected concrete due to non-compliant concrete temperature.
According to ACI 304.2R Section 4.2.1 "Placing Concrete by Pumping Methods", the inside diameter of the hose
should be a minimum of 3 times the maximum angular aggregate size of the concrete. (ASTM C33 allows#57LS to
have up to 5%retained on the I"sieve).It is recommended to minimize or eliminate the free fall of concrete to avoid
loss of air content.Depending on boom configurations,alterations to the mix design may be required.With regard to
pumped concrete, the various boom configurations, length of hose, line reductions and free fall distance are
beyond Redi-Mix's control and we therefore cannot be responsible for loss of air content or any costs associated
with either rejected fresh concrete or the removal and replacement of hardened concrete due to non-compliant
air content.
We thank you for allowing us to submit these documents for your review. Please copy Redi-Mix with the approved
submittal.The approved submittal allows Redi-Mix to review any notes,comments or exceptions made by the engineer
or owner relating to the specification.Failure to notify us prior to first placement shall constitute acceptance of the
submitted mix designs and submittal provisions.Please order by mix number when scheduling concrete delivery.
We request that you add Redi-Mix to the list of names receiving conies of testing laboratory information for this
project.ASTM C94 entitles a manufacturer to receive copies of all test reports when strength of concrete is used as a
basis for acceptance.This information is another tool for Redi-Mix to review and monitor the quality and performance
of the concrete product delivered.
The information within this submittal is confidential and the exclusive property of Redi-Mix. It shall not be
disseminated to third parties without written permission from Redi-Mix Concrete.
Please contact Technical Services with any questions at(817)8354186.
Respectfully,
Carol Dunn!
Technical Services Supervisor T H E US
N E I N R E S O U R C E F O R T H E C O N S T R U C T I O N I N D U S T R Y CONCRETE
Date: 6/5/2013 DI MIX
Mix Number: 10L11504 CONCRETE
Strength: 3600 psi @ 28 days Redi-Mix Concrete,L.P.
Description: 6.0 SK AIR NR 331 NUS-Concrete
3Company
Plant No.: 259 331 .Main St
Euless,TX 76039
Customer: The Fain Group Inc Technical Service:
(817)-835-4187
Project: Creekvlew Dr Retaining Wall Dispatch:(817)835-4020
Usage: Wall Fax:(817)835-4074
E-mail:
redimixqc@us-concrete.com
www.us-concrete.corn
Saturated Surface Dry Weights Per Cubic Yard
Material Source
Quantity Vol
ASTM C150 Type I/II Cement Cemex, Balcones
564 lb 2,87
ASTM C33 No. 57 LS 0 0.00
Martin Marietta, Chico 1825 lb 11.21
ASTM C33 Concrete Sand Redi-Mix Concrete
ASTM C494 A & D NRWR BASF 322N 1282 o 7,84
N / BASF 300R 2-4 oz/cwt
ASTM C260 Air Entrainment BASF AE90
ASTM C94 Water 1-4 oz/cy 1.08
30 gal 4.00
Total Volume: 27.00
Specified Slump 4 +/- 1" Specified Air Percent: 4.5 +/- 1.5%
Wet Unit Weight: 145.2 Ib/ft^3 Design w/c ratio: 0.44
The use of an EF Technology mix design will reduce the amount of CO2
entering the atmosphere, thereby reducing potential global warming.
"Your Project, Our World"
Notes: Please make sure that redimixcic@us-concrete.com is on the list to receive break
reports.
This mix has been designed to meet the requirements of this project based on the information sent to Redi-mix Concrete.It is the responsibility of the purchaser to determine whether this
mix design meets project specifications and is appropriate for the anticipated environment conditions.The specified strength guarantee per sampling has been done per ASTM C172 and ASTM C31 and the laboratory fully complies with ASTM C39 and ASTM C1077.In the event of limited material availability,substitution of a
similar performing material may be required.All substituted materials will meet the appropriate ASTM requirements.In order to maintain the required C94 mix will not be effective of individual
field
materials may be varied to accommodate different material specific gravities.Material certifications for substituted materials are available uponrequ esstt volume,weights of individual
All Redi-Mix Concrete mix designs are proprietary and confidential.The information contained in this submittal is only intended for parties associated with this project to validate the mix
design materials,properties and its performance.Use of this submittal for other purposes without permission or consent from Redi-Mix Concrete is strictly prohibited.
T H E N E W R E S O U R C E F O R T H E C O N S T R U C T I O N I N D U S T R Y CONCRETE
MIX 10L11504
ACI-318 STATISTICAL ANALYSIS DATES
MAX 91 79 5.50 4150 5320 6283 6860 1380 6.0
MIN 57 37 3.50 3080 3510 4357 5060 90 3.0
NO. 30 30 30 10 30 30 23 30 30
MEAN 73 62 4.57 3506 4370 5204 5804 834 4.4
SD 11.0 13.0 0.50 304 529 514 575 316 0.7
Cov% 15.1 21.0 11.0 8.7 12.1 9.9 9.9 37.9 15.2
DATE CONC AIR 3D 7D 28D 56D 7-28 Air %
YY-MM-DD TEMP TEMP SLMP STR. STR. STR. STR. GAIN
2012-10-19 72 54 4.00 3080 4360 5077 5080 717 5.2
2012-10-19 73 57 4.00 3690 4000 5367 5630 1367 5.0
2012-10-19 79 57 3.50 3640 4560 5020 5370 460 3.2
2012-10-19 79 64 4.00 3510 3920 4447 5250 527 4.8
2012-10-19 79 68 4.50 3450 3510 4813 5130 1303 4.9
2012-10-24 82 70 4.00 3610 4050 5160 5440 1110 3.7
2012-10-24 82 70 4.00 4150 4390 5685 6160 1295 4.4
2012-10-24 84 70 5.00 3420 3820 4977 5330 1157 4.5
2012-10-24 82 72 4.50 3390 3760 4840 5230 1080 4.2
2012-10-24 82 75 5.00 3120 3770 4443 5320 673 4.9
2012-10-25 90 77 4.50 4320 5003 5930 683 4.1
2012-10-25 91 79 5.00 4840 5547 6460 707 4.5
2012-10-25 90 79 5.50 4640 5323 5720 683 4.9
2012-10-25 88 75 4.25 4750 5353 603 4.9
2012-10-26 64 55 4.50 5310 6207 6860 897 4.2
2012-10-31 57 37 5.00 3880 4977 6030 1097 3.5
2012-10-31 61 39 4.50 4370 4927 557 3.2
2012-10-31 63 63 5.00 4100 4357 257 4.6
2012-11-02 63 43 5.00 4290 5200 5540 910 4.0
2012-11-02 63 43 4.50 3690 4810 5690 1120 3.0
2012-11-02 63 50 5.50 3720 4490 770 6.0
2012-11-19 75 68 5.00 4710 5607 6640 897 5.1
2012-11-20 79 77 5.00 5020 5110 5910 90 4.1
2012-11-27 66 48 4.75 5260 5890 6550 630 4.0
2012-11-28 63 72 3.75 5320 6283 6580 963 5.2
2012-11-29 70 64 4.75 5250 6210 960 4.5
2012-12-06 72 63 5.00 4040 4790 5060 750 4.0
2012-12-07 72 61 4.75 4710 5383 6570 673 4.3
2012-12-21 57 39 4.00 4150 5530 1380 4.4
2012-12-21 61 61 4.50 4600 5297 697 4.1
Page 1
2580 Wald Road
New Braunfels,TX 78132 CEMENT
CEEX Telephone(210)250-4100
FAX(210)250-4044
Customer Service TEST
TXDOT MPL#99332 Telephone(800)492-9004 REPORT
Material#1442809 FAX(210)250-4153
Cement Identified as: Balcones Type I,Type II Low Alkali Date of Report:01/01/2013
Plant: CEMEX Cement of Texas,LP Beginning Production Date: December 1,2012
Location: New Braunfels,TX Ending Production Date: December 31,2012
-
CHEMICAL REQUIREMENTS [Spec.Limit TYPE I TYPE II I TEST
(ASTM C-114) (ASTM C-150) Low Alkali Low Alkali RESULTS
Silicon Dioxide(Si02),% Min
- - 20.3
Aluminum Oxide(A1203), % Max - 6.0 4.6
Ferric Oxide(Fe203),% Max - 6.0 3.3
Calcium Oxide(CaO),% - - - 64.5
Magnesium Oxide(MgO),% Max 6.0 6.0 1.0
Sulfur Trioxide(S03),% Max 3.0 3.0 2.7
Loss on Ignition(LOI),% Max 3.0 3.0 1.8
Insoluble Residue(IR),% Max 0.75 0.75 0.22
Free Lime, % - - 1.8
Alkalies(Na20 equivalent),% Max 0.60 0.60 0.55
Na20 Equ.@ 95%Confidence Level - - - 0.55+/-0.02
CO2 in Cement,% - - - 1.0
Limestone in Cement,% Max 5.0 5.0 2.5
CaCO3 in Limestone,% Min 70 70 94
Inorganic Processing Addition,% "" Max 5.0 5.0 1.0
PONTENTIAL PHASE COMPOSITION"' I
I
Tricalcium Silicate(C3S),% Max - - 59
Tricalcium Aluminate(C3A),% Max - 8 6
Heat Index,C3S+(4.75 C3A) Max 100 100 90
PHYSICAL REQUIREMENTS I I
(ASTM c-2o4) Blaine Fineness,m2/kg Min 280 280 397
(ASrM C-191) Time of Setting (vicat)
Initial Set,mins Min 45 45 101
Final Set,mins Max 375 375 198
(ASTM C-266) Time of Setting (Gillmore)
Initial Set,mins Min 60 60 139
Final Set,mins Max 600 600 227
(ASTM C-l85) Air Content,% Max 12 12 8
(ASTMC-151) Autoclave Expansion,% Max 0.80 0.80 0.04
(ASTM C-109) Compressive Strength 1-Day,psi - - - 2510
3-Day,psi Min 1740 1450 4070
7-Day,psi Min 2760 2470
4890
(Previous)28-Day,psi - - - 5990
(ASTM C-186) Heat of Hydration(7-Day),cal/g Test result is provided for information only 76
*The performance of CEMEX Type I LA,Type ll LA has proven to be improved with sulfur trioxide levels in excess of the 3.0%limit for Type II.
Note D in ASTM C-150 allows for additional sulfate,provided expansion as measured by ASTM C-1038 does not exceed 0.020%.
" This cement contains processing additions which meet the requirements of ASTM C-465.Compliance documents are available upon request.
Additional data for the Inorganic Processing Addition is located on page 2 of this certification.
"' Potential Phase Composition adjusted per A1.6.
CEMEX hereby certifies that this cement meets or exceeds the chemical and physical specifications of:
[X] ASTM C-150 for Type I Low Alkali
[X] ASTM C-150 for Type II Low Alkali c::: :).
By. -
Quality Control Manager
CEMEX-Balcones Cement Plant
2580 Wald Road
New Braunfels,TX 78132 -CEMENT
Ailf4EMEX Telephone(210)250-4100 .'`
FAX(210)250-4044 MILL,
7,
Customer Service TEST
Telephone(800)492-9004 � `•''�'
REPORT
FAX(210)250-4153
Cement Identified as: Balcones Type I,Type II Low Alkali Date of Report:01/01/2013
Plant: CEMEX Cement of Texas,LP Beginning Production Date: December 1,2012
Location: New Braunfels,TX Ending Production Date: December 31,2012
ADDITIONAL DATA
Inorganic Processing Addition
Type Lime Kiln Dust(LKD)
Silicon Dioxide(SiO2),% 16.3
Aluminum Oxide(Al2O3),% 2.0
Ferric Oxide(Fe2O3),% 0.0
Calcium Oxide(CaO),% 88.6
Sulfur Trioxide(SO3),% 8.4
Base Cement Phase Composition
C3S,% 61
C2S,% 14
C3A,% 7
C4AF,% 11
CEMEX hereby certifies that the above described data represents the materials used in the cement manufactured during the
production period indicated.
By:
Quality Control Manager
CEMEX-Balcones Cement Plant
- :
CONCRETE) CO±Ci4E
i
REDI-MIX TECHNICAL SERVICES LABORATORY
SIEVE ANALYSIS RESULTS
Plant: REDI-MIX CONCRETE, Plant 259
Product: Fine Aggregate, ASTM C33 Section 5
Date Sampled: 3/14/13
Date Tested: 3/15/13
1
Tested by: WCH
ASTM
Percentage SPEC'S
Sieve mm %Ret %Pass
11/2 38.10 0 100
1 25.40 0 100.
3/4" 19.00 0 100 100
1/2" 12.70 0 100 100 .
3/8" 9.51 0 100 100
#4 4.76 2 98 95-100
#8 2.38 13 87 80-100
#16 1.19 29 71 50-85. '
#30 0.60 50 50 25-60
#50 0.30 86 14 05-30'
#100 0.15 98 2 0-10
Pan 100 0 -
#200(Decant) 0.07 - 1 - 0.3
FM 2.8 23;.3.1,
ABS% 0.9
S.G. 2.62
��r GL. t�Zf t�i -.__ •�
�2fe��. 5-Gc.�i, rte-/'
.0 p 4 SANDRA ALLEN N Technical Resource Supervisor
_°;,:_�J�{_.`' Notary Public;Stote of Texos
s g My Commisslon Expires
,Ba'- ;" March 08,.2017
Martin Marietta Materials ,
Basic Quality Statistical Summary Report
Period 02/14/2013-03/14/2013
Plant 54501-Chico Quarry
Product 511457 ConcAgg
Specification ASTM 57
Sieve/Test Tests Average St Dev Target Specification
1 1/2"(37.5mm) 131 100.0 0.00 100-100
1"(25mm) 131 97.1 1.02 95-100
3/4"(19mm) 131 79.1 5.36
1/2"(12.5mm) 131 41.8 4.87 25-60
3/8"(9.5mm) 131 23.6 4.68
#4(4.75mm) 131 4.5 1.39 0-10
#8(2.36mm) 131 1.1 0.34 0-5
Pan 131 0.00 0.000
-#200(75um) 40 0.60 0.185 <0.8 <1.5
LA Abrasion 1 25.0 <40
Soundness(MgSO4) 2 14.5 0.71 <18
Micro-Deval 1 17.0
Absorption 1 1.67
SPGR(Dry,Gsb) 1 2.596
SPGR(SSD) 1 2.639
SPGR(Apparent,Gsa) 1 2.714
Comments
Query Query Selections
Date Created 03/14/2013
Date Range 02/14/2013-03/14/2013
Plant Chico Quarry
Sample Type Shipping
aggQC 03/14/2013 Martin Marietta Materials,Inc. Page: 2 of 2
1
a n BASF
The Chemical Company
January 3, 2013
Certificate of Conformance
Pozzolith 322N Admixture
BASF Corporation*
'(successor in interest to BASF Construction Chemicals,LLC;which is successor by merger to BASF Admixtures,Inc.,
formerly known as Degussa Admixtures,inc.,fomierly known as Master Builders,Inc.)
TO WHOM IT MAY CONCERN:
State of Ohio )
County of Cuyahoga )Ss
Before me, a Notary Public, in and for the aforesaid:State and County, personally appeared Richard
Hubbard III,who being duly sworn,deposes and says:
That he is a Sr. Technical SpeciaJisffor BASF Corporation in Cleveland, Ohio;and
That Pozzolith 322N admixture is manufactured by BASF Corporation—Admixture Systems; and
That Pozzolith 322N admixture, based on the chlorides originating from all the ingredients used in its
manufacture, contributes less than 0.00024 percent (2.4 ppm) chloride ions by weight of the cement
when used at the rate of 65 mL per 100 kg(1 fluid ounce per 100 pounds)of cement; and
That Pozzolith 322N admixture meets the requirements for a Type A, Water-Reducing, Type B,
Retarding, and Type D,Water-Reducing and Retarding Admixture specified in ASTM C 494/C 494M,
Standard Specifications for Chemical Admixtures for Concrete, as well as the requirements for Type
A,Type B and Type D admixtures as specified in Corps of Engineers'CRD-C 87 and AASHTO M194.
(?\ _
\iv c.s.,k 4.,,trt-----1.-
Richard Hubbard Ill
BASF Corporation-Admixture Systems
,
-i
Subscribed and sworn to before me
t day of January,2013 JJ. 4/0/tiel
ie
Charlene R.Mandat
Notary Public,State of Ohio
My Commission Expires November 4,2016
Recorded in Summit County
Master
Builders
BASF
The Chemical.Company
January 3, 2013
Certificate of Conformance
Pozzolith 300R Admixture
BASF Corporation *Admixture for Concrete
'(successor in interest to BASF Construction Chemicals,LLC,which is successor by merger to BASF Admixtures,inc.,formerly known as
Degussa Admixtures,Inc.,formerly known as Master Builders,Inc.)
TO WHOM IT MAY CONCERN:
State of Ohio )
County of Cuyahoga )SS
Before me, a Notary Public, in and for the aforesaid State and County, personally appeared Richard
Hubbard III,who being duly sworn, deposes and says:
That he is a Technical Specialist for BASF Corporation in Cleveland, Ohio;and
That Pozzolith 300R admixture is manufactured by BASF Corporation—Admixture Systems;and
That no calcium chloride or chloride based ingredient is used in the manufacture of Pozzolith 300R
admixture; and
That Pozzolith 300R admixture, based on the chlorides originating from all the ingredients used in its
manufacture, contributes less than 0.0002 percent (2.0 ppm) chloride ions by weight of the cement
when used at the rate of 65 mL per 100 kg(1 fluid ounce per 100 pounds)of cement; and
That Pozzolith 300R admixture meets the requirements for a Type B, Retarding,and Type 0, Water
Reducing and Retarding Admixture specified in ASTM C 494/C 494M, the Standard Specifications for
Chemical Admixtures for Concrete, as well as the requirements for Type B and Type D admixtures as
specified in Corps of Engineers'CRD-C 87,and AASHTO M194.
) L. 1 A)
Richard Hubbard II I
BASF Corporation—Admixture Systems
Subscribed and sworn to before me
s-y of Janua , 01
Charlene R.Mandan
Notary Public,State of Ohio
My Commission Expires November 4,2016
Recorded in Summit County
Master
Builders
BASF
The Chemical Company
January 3,2013
Certificate of Conformance
PolyHeed 1020 Admixture
BASF Corporation*Admixture for Concrete.
'(successor in interest to BASF Construction Chemicals,LLC,which is successor by merger to BASF Admixtures,Inc.,formerly known as
Degussa Admixtures,Inc.,formerly known as Master Builders,Inc.)
TO WHOM IT MAY CONCERN:
State of Ohio )
County of Cuyahoga )ss
Before me, a Notary Public, in and for the aforesaid State and County, personally appeared Richard
Hubbard III,who being duly sworn, deposes and says:
That he is a Sr. Technical Specialist for BASF Corporation.in Cleveland, Ohio;and
That PolyHeed 1020 admixture is manufactured by BASF Corporation—Admixture Systems;and
That no calcium chloride or chloride based ingredient is used in the manufacture of PolyHeed 1020
admixture; and
That PolyHeed 1020 admixture,based on the chlorides originating from all the ingredients used in its
manufacture, contributes less than 0.0001 percent(1.4 ppm)chloride ions by weight of the cement
when used at the rate of 65 mL per 100 kg(1 fluid ounce per 100 pounds)of cement; and
That, depending on the dosage used, PolyHeed 1020 admixture meets the requirements for a Type
A,Water-Reducing, and Type F,Water-Reducing, High Range Admixture specified in ASTM C 494/C
494M,the Standard Specifications for Chemical Admixtures for Concrete, as well as the requirements
for Type A and Type F admixtures as specified in Corps of Engineers'CRD-C 87 and AASHTO
M194.
Richard Hubbard III
BASF Corporation—Admixture Systems
Sal scribed and sworn to before me
the,f¢ y of January, : 3
Charlene R.Mandat
Notary Public,State of Ohio
My Commission Expires November 4,2016
Recorded in Summit County
Master
Builders
1 n. n BASF
The Chemical Company
January 3, 2013
Certificate of Conformance
MB AE 90 Admixture
BASF Corporation`Admixture for Concrete
•(successor in interest to BASF Construction Chemicals,LLC,which is successor by merger to BASF Admixtures,Inc.,formerly known as
Degussa Admixtures,Inc.,formerly known as Master Builders,Inc.)
TO WHOM IT MAY CONCERN:
State of Ohio )
County of Cuyahoga )ss
Before me,a Notary Public, in and for the aforesaid State and County, personally appeared Richard
Hubbard HI,who being duly sworn, deposes and says:
That he is a Sr.Technical Specialist for BASF Corporation in Cleveland, Ohio;and
That MB AE 90 admixture is manufactured by BASF Corporation—Admixture Systems;and
That MB AE 90 admixture is Master Builders air-entraining admixture for concrete;and
That no calcium chloride or chloride based ingredient is used in the manufacture of MB AE 90
admixture; and
That MB AE 90 admixture, based on the chlorides originating from all the ingredients used in its
manufacture, contributes less than 0.000068 percent (0.68 ppm) chloride ions by weight of the
cement when used at the rate of 65 mL per 100 kg(1 fluid ounce per 100 pounds)of cement;and
That MB AE 90 admixture meets the requirements of ASTM C 260, the Standard Specifications for
Air-Entraining Admixtures for Concrete, as well as the requirements for air-entraining admixtures as
specified in Corps of Engineers CRD-C 13, and AASHTO M154.
We t,_ . )V,JL,,,I-31 -
,: Richard Hubbard IIl
BASF Corporation—Admixture Systems
et '
Subscribed and sworn to before me
'>the 3r -; of January,2'13
_./ '/ r /.-1 Ar
Charlene R.Mandat
Notary Public,State of Ohio
My Commission Expires November 4,2016
Recorded in Summit County
Master
Builders
Ii
FAIN
Meeting Agenda
June 5, 2013
1. Current Projects
a. Schedule Updates
1. 21109—Katy Trail Phase IV—Aug. 1,2013
2. 21112—Dallas Cedar Springs—Nov. 14th,2013
3. 21114—Viridian-Nov. 12,2013
4. 21201—Fairmount -Dec.7,2013
5. 21206—Rickett's Branch—Feb.25th,2013
6. 21207—Colleyville Round-a-Bout—Feb. 13,2013
7. 21208—USPFO Wash Racks
8. 21209—Killeen Streetscape—Nov.7,2013
9. 21210—West Rosedale—Dec.2013
10. 21212-Cedar Hill Lake Ridge Pkwy
11. 21213-Fort Worth Urban Village Near East Side-March 8th,2013
12. 21214-Fort Worth Urban Village Berry Street-Feb. 19,2013
13. 21215-USPFO Wash Racks North-Feb, 13th,2013
14. 21217-USPFO Wash Racks South-Feb. 13th,2013
15. 21218-FW Urban Village Magnolia
16. 21220-UST-Camp Brownwood
17. 21221 -TCU Water Improvements
18. 22002-Griggs Park
19. 22003-Mansions at Timberland
b. Personnel
1.
c. Materials
2. Upcoming Projects
a. Future Projects/Supervision
1. Magnolia
2. Creekview
3. Other Business
a. Phone/Phone policy
b. Credit Card
c. Osha Classes
d. Toolbox Talks
e. Next Meeting(s)first Wednesday of every month: July 3,2013