•
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Charles D . Baker; Governor Karyn E. Polito. Lieutenant Governor Stephanie Pollack, Secretary & CEO Thomas 1inlin, Acting Administrator
Division
March 16,2015
Mr. Tony DaCosta
Quality Control Manager
United Concrete Products
173 Church Street
Yalesville, CT 06492
Dear Sir,
The following cement concrete mix design submittals have been reviewed by this section and are
approved as specified below, subject to performance at the plant, on the project or in the laboratory. Any
changes will require new mix design submittals and trial batches.
Approved Plant Location:
UNITED CONCRETE PRODUCTS -YALESVILLE, CT (173 CHURCH STREET)
Approved Cementitious & Mitigating Materials:
C1: TYPE III LEHIGH - GLENS FALLS, NY; FAl: TYPE F HEADWATERS RESOURCES ­
SOMERSET, MA; FA2: TYPE F HEADWATERS RESOURCES- STRATTON, OH
Approved Aggregates:
FINE I: WINDHAM SAND AND GRAVEL- WINDHAM, CT; FINE2: GATEWAY- NEW HAYEN ,
CT; 3/4"1: TILCON- WALLINGFORD, CT
Approved Admixtures:
ADl: TYPE C260 BASF - MASTER AIR AE 90; AD2: TYPE A,F BASF - MASTER GLENIUM
771 0; AD3: TYPE S BASF - MASTER SURE Z 60
Approved Mix Designs:
1.) 5000 PSI; 3/4"; Cl: 520 LBS.; FAl: 130 LBS.; ADl: 4 OZ.; AD2: 65 OZ.; AD3: 13 OZ.
2.) 6000 PSI; 3/4" ; C1: 596 LBS.; FAl: 148 LBS.; ADl: 6 OZ.; AD2: 70 OZ.; AD3: 15 OZ.
3.) 6500PSI;3/4" ; Cl: 680LBS.;FA1: 170LBS.;AD1: 80Z.;AD2: 750Z.;AD3: 170Z.
Director of Research and Materials
~RFMI~~/~wf
Attachments
R&MJobFile
Leading the Nation in Transportation Excellence
Foui' Hundred D Street, Boston, MA 0211 0
Tel: 617-951 -0590, TDD: 617-973-7306
www.mass.gov; massdot
•
Charles D. Baker; Governor Karyn E. Polito, Lieutenant Governor Stephanie Pollack. Secretary & CEO Thomas Tinlin, Acting Administrator
•
~IJ1i!!d2QI
~~ighway
Division
March 16, 2015
Mr. Tony DaCosta
Quality Control Manager
United Concrete Products
494 Main Street
Yalesville, CT 06492
Dear Sir,
The following cement concrete mix design submittals have been reviewed by this section and are approved as specified below, subject to performance at the plant, on the project or in the laboratory. Any changes will require new mix design submittals and trial batches. Approved Plant Location: UNITED CONCRETE PRODUCTS - YALESVILLE, CT (494 MAIN STREET) Approved Cernentitious & Mitigating Materials: C1: TYPE III LEHIGH- GLENS FALLS, NY; C2: TYPE I I II LAFARGE- RAVENA, NY; FA!: TYPE F HEADWATERS RESOURCES - SOMERSET, MA; FA2: TYPE F HEADWATERS RESOURCES - STRATTON, OH; SF: BASF MASTERLIFE SF 100 -CLEVELAND, OH Approved Aggregates: FINE 1: WINDHAM SAND AND GRAVEL - WINDHAM, CT; FINE2: GATEWAY -NEW HAVEN, CT; 3/4"1: TILCON- WALLINGFORD, CT Approved Admixtures: AD1: TYPE C260 BASF- MASTER AIR AE 90; AD2: TYPE A,F BASF- MASTER GLENIUM 7710; AD3: TYPES BASF- MASTER SURE Z 60; AD4: TYPE C BASF- MASTER LIFE CI 30 Approved Mix Designs: 1.) 4000 PSI; 3/4"; C1: 459 LBS.; FA1: 88 LBS.; SF: 38 LBS.; A.£?1: 10 OZ.; AD2: 56 OZ.; AD3: 20 OZ.; AD4: 384 OZ. 2.) 5000 PSI; 3/4"; C1: 530 LBS.; FA1: 105 LBS.; SF: 50 LBS.; AD1: 20 OZ.; AD2: 100 OZ.; AD3: 20 OZ.; AD4: 384 OZ. 3.) 4000 PSI; 3/8"; C2: 479 LBS.; FA1: 85 LBS.; AD1: 17 OZ . 4.) 6000 PSI; 3/8"; C2: 559 LBS.; FA1: 99 LBS.; AD1: 20 OZ. 5.) 5000 PSI; 3/4"; Cl: 520 LBS.; FA1: 130 LBS.; ADl: 4 OZ.; AD2: 65 OZ.; AD3: 13 OZ. 6.) 6000 PSI; 3/4" ;.Cl: 596 LBS.; FA1: 148 LBS.; AD1: 6 OZ.; AD2: 70 OZ.; AD3: 15 OZ. '~>
Leading the Nation in Transportation Excellence
Four Hundred D Street, Boston, MA 0211 0
Tel: 617-951-0590, TDD: 617-973-7306
www.mass.govjmassdot
7.) 6500PSI;3/4";Cl: 680LBS.;FAI: 170LBS.;ADI: 80Z.;AD2: 750Z.;AD3: 170Z.
8.) 7000 PSI; 3/4"; Cl: 598 LBS.; FAI: 280 LBS.; SF: 50 LBS.; ADI: 25 OZ.; AD2: 103 OZ.;
AD3: 20 OZ.; AD4: 384 OZ.
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t;.J.{RFM/ms/cwf Attachments R&M Job File Director of Research and Materials