Charles D. Baker, Governor
f<aryn E. Polito. Lieutenant Governor
Stephanie Pollack. Secretary & CEO
Thomas 1inlin. Acting Administrator
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Division
May 13 2015
Mr. Wayne M. Tarr
G. M. Concrete Division
Benevento Concrete
P.O. Box 454
Wilmington, MA 01887
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:
BENEVENTO CONCRETE - GEORGETOWN, MA
Approved Cementitious & Mitigating Materials:
CI: TYPE 11 LAFARGE - ST CONSTANT, QC, CA; FA I: TYPE F HEADWATERS RESOURCES ­
SOMERSET, MA
Approved Aggregates:
FINE I: PEPIN SAND AND GRAVEL - SANFORD, ME
Approved Admixtures:
AD I: TYPE C260 BASF - MASTER AIR AE 200
Approved Mix Designs:
I.) ;TYPEIE;CI: 50LBS.;FAI:
2.) ; TYPE 2E; Cl: 50 LBS.; FA I:
3.) ; TYPE I; Cl: 300 LBS.; FA!:
4.) ; TYPE 2; Cl: 300 LBS.; FA I:
250LBS.;ADI:
250 LBS.; ADI:
200 LBS.; ADI:
200 LBS.; ADI:
120Z.
12 OZ.
12 OZ.
12 OZ.
Director of Research and Materials
MJI(_
RFM/ay/wk .,
Attachments
C: District 4 Materials Engineer
R&M Job File
Leading the Nation in Transportation Excellence
Four Hundred D Street Boston, MA 02 I I 0
Tel: 6 I 7-95 J-0590, TDD: 6 I 7-973-7306
www.mass.gov/ massdot
Charles D. Baker. Governor
l<aryn E. Polito. Lieutenant Governor
Stephanie Pollack. Secretary & CEO
Thomas Tinlin. Acting Administrator
•
'}7tJ1.C![.~QI
~~ighway
Division
May 14, 2015
Mr. Wayne M. Tarr
G. M. Concrete Division
Benevento Concrete
P.O. Box 454
Wilmington, MA 01887
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:
BENEVENTO CONCRETE - GEORGETOWN, MA
Approved Cementitious & Mitigating Materials:
CI: TYPE II LAFARGE - ST CONST ANT, QC, CA; FA I: TYPE F HEADWATERS RESOURCES - SOMERSET, MA; SF:
BASF MASTERLIFE SF 100 - CLEVELAND, OH
Approved Aggregates:
FINE\: PEPIN SAND AND GRAVEL - SANFORD, ME; 3/8"1: BENEVENTO SAND AND GRAVEL - WILMINGTON,
MA; 3/4"1: BENEVENTO SAND AND GRAVEL - WILMINGTON, MA; 1.5"1: BENEVENTO SAND AND GRAVEL ­
WILMINGTON, MA
Approved Admixtures:
AD I: TYPE C260 BASF - MASTER AIR AE 200; AD2: TYPE B,D BASF - MASTER SET R 100; AD3: TYPE A.F BASF ­
MASTER GLENIUM 7500; AD4: TYPE C BASF - MASTER LIFE Cl 30
Approved Mix Designs:
\.) 3000 PSI; 3/4"; Cl: 383 LBS.; FAl: 128 LBS.; ADI: 2 OZ.; AD2: 10.2 OZ.; AD3: 25.5 OZ.
2.) 3500 PSI; 3/4"; Cl: 425 LBS.; FAl: 142 LBS.; ADI: 2 OZ.; AD2: 11.32 OZ.; AD3: 28.3 OZ.
3.) 4000 PSI; 3/4"; Cl: 542 LBS.; FAl: 181 LBS.; ADI: 2 OZ.; AD2: 13.2 OZ.; AD3: 33 OZ.
4.) 4000 PSI; 3/4"; Cl: 542 LBS.; FAl: 181 LBS.; ADI: 2 OZ.; AD3: 14.5 OZ.
5.) 5000 PSI; 3/4"; Cl: 563 LBS.; FAl: 188 LBS.; ADI: 3 OZ.; AD2: 15 OZ.; AD3: 37.5 OZ.
6.) 3000 PSI; 3/8"; Cl: 425 LBS.; FAl: 142 LBS.; ADI: 1 OZ.; AD2: 11.3 OZ.; AD3: 28.3 OZ.
7.) 4000 PSI; 3/8"; Cl: 540 LBS.; FAl: 180 LBS.; ADI: 2 OZ.; AD2: 14.4 OZ.; AD3: 36 OZ.
8.) 5000 PSI; 3/8"; Cl: 570 LBS.; FAl: 190 LBS.; ADI: 3 OZ.; AD2: 15.2 OZ.; AD3: 38 OZ.
9.) 3000 PSI; 1.5"; Cl: 425 LBS.; FAl: 142 LBS.; ADI: 1 OZ.; AD2: 11.3 OZ.; AD3: 28.4 OZ.
10.) 3500PSI; 1.5";Cl: 460LBS.;FA1: 153LBS.;AD1: l.50Z.;AD2: 12.30Z.;AD3: 30.70Z.
11.) 4000 PSI; 1.5"; Cl: 495 LBS.; FAl: 165 LBS.; ADI: 2 OZ.; AD2: 13.2 OZ.; AD3: 33 OZ.
12.) 5000PSI; l.5";Cl: 570LBS.;FAI: 190LBS.;AD1: 30Z.;AD2: 15.20Z.;AD3: 380Z.
13.) 4000 PSI; TREMIE; 3/4"; Cl: 525 LBS.; FAl: 175 LBS.; ADI: 1 OZ.; AD2: 21 OZ.; AD3: 35 OZ.
Leading the Nation in Transportation Excellence
Four Hundred D Street, Boston, MA 02110
Tel: 617-951-0590, TDD: 617-973-7306
www.mass.gov/massdot
14.) 4000 PSI; TREMIE; 3/8" ; Cl: 545 LBS.; FA!: 182 LBS.; ADI: I OZ.; AD2: 21.8 OZ.; AD3: 36.4 OZ. 15.) 5000 PSI; TREMIE; 314" ; Cl: 563 LBS.; FA!: 188 LBS.; ADI: I OZ.; AD2: 22.5 OZ.; AD3: 37.6 OZ. 16.) 5000 PSI; TREMIE; 3/8"; Cl: 582 LBS.; FA!: 194 LBS . ; ADI: I OZ.; AD2: 23 .3 OZ.; AD3: 38.8 OZ. 17.) 4000 PSI; TREMIE; Cl: 525 LBS.; FA!: 175 LBS.; ADI: I OZ.; AD2: 21 OZ. ; AD3: 35 OZ. 18.) 5000PSl;Cl: 537LBS. ; FAI: 103LBS.;SF: 48LBS.;ADI: 40Z.;AD3: 41.30Z. 19.) 5000 PSI; Cl: 554 LBS.; FA!: 107 LBS . ; SF: 50 LBS. ; ADI : 4 OZ.; AD3: 42.7 OZ. 20.) 4000 PSI; HP ; Cl : 457 LBS.; FA!: 88 LBS.; SF: 40 LBS.; ADI: 6 OZ. ; AD2 : 11.7 OZ. ; AD3: 35.1 OZ.: AD4: 384 oz. 21.) 5000 PSI; HP; Cl: 537 LBS.; FA!: 103 LBS.; SF: 48 LBS.; ADI: 6 OZ.; AD2 : 13.8 OZ.; AD3: 41.3 OZ.; AD4: 384 OZ. 22.) 5000 PSI; HP; Cl: 554 LBS.; FA!: 107 LBS.; SF: 50 LBS.; ADI: 6 OZ.; AD2 : 14.2 OZ.; AD3: 42.7 OZ. ; AD4: 384 OZ. Director of Research and Materials
1
1
RFM/ay/wt-' _.);
Attachments
C: District 4 Materials Engineer
R&M Job File