Charles D. Baker, Governor
f<aryn E. Polito. Lieutenant Governor
Stephanie Pollack. Secretary & CEO
Thomas Tinlin. Acting Administrator
•~JJ!!Jfl~.!,QQI
I
;ighway Division
August 19, 2015
Mr. Mark Hampston
General Manager
Redi-Mix Seivices, Inc .
120 Berkley Street
Taunton, MA 02780
Dear Sir,
The following cement concrete mix design submittals have been reviewed by this section and are approved as specified below, subject to perfonnance at the plant, on the project or in the laboratory. Any changes will require new mix design submittals and trial batches. Approved Plant Location: RED-MIX SERVICES, INC. - TAUNTON, MA Approved Cementitious & Mitigating Materials: Cl: TYPE I/ 11 LEHIGH- GLENS FALLS, NY; C2 : TYPE I/ 11 LEHIGH - UNION BRIDGE, MD; FAI: TYPE F HEADWATERS RESOURCES - SOMERSET, MA; SLAG: TYPE 120 LAFARGE NEWCEM - BALTIMORE, MD; SF: SILICA SIKACRETE 9SODP - LYNDHURST, NJ Approved Aggregates: FINE I: G LOPES CONSTRUCTION - TAUNTON, MA; 3/8" I: G LOPES CONSTRUCTION ­
TAUNTON, MA; 3/4"1: G LOPES CONSTRUCTION - TAUNTON, MA; l.S"I: G LOPES CONSTRUCTION -TAUNTON, MA Approved Admixtures: ADI: TYPE C260 W.R. GRACE - DAREX II AEA; AD2: TYPE A,F W.R. GRACE - ADVA 140 (M); AD3: TYPE F W.R. GRACE- EXP 9SO; AD4: TYPE B,D W.R. GRACE - DARATARD 17; ADS: TYPE CW. R. GRACE - DCI S Approved Mix Designs: I.) 4000 PSI ; TREMIE ; 3/8" ; CI: 408 LBS. ; SLAG: 272 LBS. ; ADI: I OZ. ; AD3: 20.4 OZ. ; AD4: 20.4 OZ. 2.) 4000 PSI ; TREMIE ; 3/8" ; C2: 408 LBS. ; SLAG: 272 LBS. ; AD I: I OZ. ; AD3: 20.4 OZ. ; AD4: 20.4 OZ. 3.) SOOO PSI; 3/4"; Cl: 423 LBS.; SLAG: 282 LBS.; ADI: 3 OZ.; AD2: 49.4 OZ. 4.) SOOO PSI; 3/4"; C2: 423 LBS.; SLAG: 282 LBS.; ADI: 3 OZ.; AD2: 49.4 OZ. S.) 4000 PSI; HP; 3/4" ; Cl: 316 LBS.; SLAG: 234 LBS.; SF: 3S LBS. ; ADI: 3.S OZ. ; AD3: 23.4 OZ.; AD4: 11.7 OZ.; ADS: 384 OZ. 6.) 4000 PSI; HP; 3/4"; C2: 316 LBS.; SLAG: 234 LBS.; SF: 3S LBS.; ADI: 3.S OZ. ; AD3: 23.4 OZ.; AD4: 11.7 OZ.; ADS: 384 OZ. f:.eading the Nation in Transportation Excellence
Four Hundred D Street. Boston. MA 02110
Tel: 617-951-0590, TDD: 617-973-7306
www.mass.gov/massdot
7.) 5000 PSI; HP; 314"; Cl: 370 LBS.; SLAG: 274 LBS.; SF: 41 LBS.; ADI: 4 OZ.; AD3: 27.4 OZ.; AD4: 13.7 OZ.; ADS: 384 OZ. 8.) 5000 PSI; HP; 3/4"; C2: 370 LBS.; SLAG: 274 LBS.; SF: 41 LBS.; ADI: 4 OZ.; AD3: 27.4 OZ.; AD4: 13.7 OZ.; ADS: 384 OZ. RFM/ms/wk f,J/f.·
Attachments
C: District 5 Materials Engineer
R&M Job File
Charles D. Baker. Governor
Karyn E. Polito, Lieutenant Governor
Stephanie Pollack. Secretary & CEO
Thomas linlin. Acting Administrator
•~i'f
I !!Ji!&!29I
:ighway Division
August 19, 201 S
Mr. Mark Hampston
General Manager
Redi-Mix Services, Inc.
120 Berkley Street
Taunton, MA 02780
Dear Sir,
The following cement concrete mix design submittats 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:
REDI-MIX SERVICES, INC. - TAUNTON, MA
Approved Cementitious & Mitigating Materials:
CJ: TYPE I I II LEHIGH - GLENS FALLS, NY; C2: TYPE I I II LEHIGH - UNION BRIDGE, MD; FAJ:
TYPE F HEADWATERS RESOURCES - SOMERSET, MA; SLAG: TYPE 120 LAFARGE NEWCEM ­
BALTIM ORE, MD; SF: SILICA GRACE FORCE I 0,000 D - CAMBRIDGE, MA
Approved Aggregates:
FINEI: G LOPES CONSTRUCTION - TAUNTON, MA; :3/8"1: G LOPES CONSTRUCTION - TAUNTON,
MA; 3/4"1: G LOPES CONSTRUCTION - TAUNTON, MA; l.S"l: G LOPES CONSTRUCTION ­
TAUNTON, MA
Approved Admixtures:
ADI: TYPE C260 W.R. GRACE - DAREX II AEA; AD2: TYPE A,F W.R. GRACE - ADVA 140 (M); AD3:
TYPE F W.R. GRACE- EXP 9SO; AD4: TYPE B,D W.R. GRACE - DARATARD 17; ADS: TYPE CW. R.
GRACE - DCI S; AD6: TYPES W.R. GRACE - DARAFILL
Approved Mix Designs:
l.) 3000PS1;3/4";Cl,: 416LBS.;FA1: 104LBS.;ADI: 1.80Z.;AD2: 260Z.
2.) 3000 PSI ; 3/4 C2: 416 LBS. ; FA I: 104 LBS. ; AD I: 1.8 oz. ; AD2: 26 oz.
3.) 4000 PSI; l.S"; CJ: S04 LBS.; FAl: 126 LBS.; ADI: 2 OZ.; AD2: 37.6 OZ.
4.) 4000PSI; 1.S";C2: S04LBS.;FA1: 126LBS.;AD1: 20Z.;AD2: 37.60Z.
S.) 4000PSI;3/4";CI: S08LBS.;FAI: 127LBS.;ADI: 2.60Z.;AD2: 38.JQZ.
6.) 4000 PSI; 3/4"; C2: S08 LBS.; FA I: 127 LBS.; ADI: 2.6 OZ.; AD2: 38.1 OZ.
7.) 4000PSI;3/8";CJ: S44LBS.;FA1: 136LBS.;AD1: l.20Z.;AD2: 40.80Z.
8.) 4000 PSI; 3/8"; C2: S44 LBS.; FAI: 136 LBS.; ADI: 1.2 OZ.; AD2: 40.8 OZ.
9.) SOOOPSI;3/4";CI: S92LBS.;FAI: 148LBS.;ADI: 30Z.;AD2: Sl.80Z.
10.) SOOOPSl;3/4";C2: S92LBS.;FAI: 148LBS.;AD1: 30Z.;AD2: SL80Z.;ADS: 3840Z.
11.) 4000 PSI; HP; 3/4"; Cl: 433 LBS.; FAI: 117 LBS.; SF: 3S LBS.; ADI: 3.S OZ.; AD3: 23.4 OZ.;
AD4: 11.7 OZ.; ADS: 384 OZ.
II ;
Four Hundred D Street. Boston, MA 021 IO
Te/: 617-951-0590, TDD: 617-973-7306
Leading the Nation in Transportation Excellence
www.mass.gov/massdot
12.) 4000 PSI; HP; 3/4"; C2: 433 LBS.; FAI: 117 LBS.; SF: 3S LBS.; ADI: 3.S OZ.; AD3: 23.4 OZ.;
. AD4: 11.7 OZ.; ADS: 384 OZ.
13.) SOOOPSl;HP;3/4";CI: S07LBS.;FAI: 137LBS.;SF: 41 LBS.;ADI : 40Z.;AD3: 27.40Z.;AD4:
13.7 OZ.; ADS: 384 OZ. 14.) SOOO PSI; HP; 314"; C2: 507 LBS.; FAI: 137 LBS.; SF: 41 LBS.; ADI: 4 OZ.; AD3: 27.4 OZ.; AD4: 13.7 OZ.; ADS: 384 OZ. IS.) ; 1E/2E CDF; Cl: 90 LBS.; AD6: 3 OZ. 16.) ; I E/2E CDF ; C2: 90 LBS. ; AD6: 3 OZ. 17.) ; NON EXCAVATABLE CDF; Cl: 200 LBS.; FA!: SO LBS.; AD6: 1.5 OZ. 18.) ; NON EXCAV ATABLE CDF ; C2: 200 LBS. ; FA I: 50 LBS. ; AD6: 1.5 OZ. Director of Research and Materials
RFM/ms/wk W~...
Attachments
C: District S Materials Engineer R&M Job File •
Charles D. Baker. Governor Karyn E. Polito. Lieutenant Governor Stephanie Pollack. Secretary & CEO Thomas Tinlin. Ac:ting Administrator
•l}3Y
I !!!.i!.~!2..Q..!
:lghway Division
August 19, 2015
Mr. Mark Hampston
General Manager
Redi-Mix Services, Inc.
120 Berkley Street
Taunton, MA 02780
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. An)'
changes will require new mix design submittals and trial batches.
·
Approved Plant Location: RED-MIX SERVICES, INC. - TAUNTON, MA Approved Cementitious & Mitigating Materials: Cl: TYPE I I II LEHIGH - GLENS FALLS, NY; C2: TYPE I I II LEHIGH - UNION BRIDGE, MD; FA!: TYPE F HEADWATERS RESOURCES - SOMERSET, MA; SF: SILICA GRACE FORCE I0,000 D - CAMBRIDGE, MA -Approved Aggregates: FINE!: G LOPES CONSTRUCTION - TAUNTON, MA; 3/8"1: G LOPES CONSTRUCTION ­
TAUNTON, MA; 3/4"1: G LOPES CONSTRUCTION - TAUNTON, MA; 1.5"1: G LOPES CONSTRUCTION - TAUNTON, MA Approved Admixtures:
ADI: TYPE C260 W.R. GRACE - DAREX II AEA; AD2: TYPE A,F W.R. GRACE - ADVA 140
(M); ADJ: TYPE F W.R. GRACE - EXP 950; AD4: TYPE B,D W.R. GRACE - DARATARD 17;
AD6: TYPES W.R. GRACE- DARAFILL
Approved Mix Designs: 1.) ; 1E/2E CDF ; C 1: 90 LBS. ; AD6: 3 OZ. 2.) ; 1E/2E CDF ; C2: 90 LBS. ; AD6: 3 OZ. 3.) ; NON EXCAVATABLECDF; Cl: 100 LBS.; SLAG: 100 LBS.; AD6: 1.5 OZ. 4.) ; NON EXCAVATABLE CDF ; C2: 100 LBS. ; SLAG: 100 LBS. ; AD6: 1.5 OZ. 5.) 3000 PSI ; 1.5" ; C 1: 300 LBS. ; SLAG: 200 LBS. ; AD I'. 1.5 OZ. ; AD2: 20 OZ. 6.) 3000 PSI; 1.5"; C2: 300 LBS.; SLAG: 200 LBS.; ADI: 1.5 OZ.; AD2: 20 OZ. 7.) 3000 PSI; 3/4"; Cl: 312 LBS.; SLAG: 208 LBS.; ADI: 1.8 OZ.; AD2: 20.8 OZ. 8.) 3000 PSI; 3/4"; C2: 312 LBS.; SLAG: 208 LBS.; ADI: 1.8 OZ.; AD2: 20.8 O~. 9.) 4000 PSI; 1.5"; Cl: 360 LBS.; SLAG: 240 LBS.; ADI: 2 pz.; AD2: 36 OZ. 10.) 4000 PSI; 1.5"; C2: 360 LBS.; SLAG: 240 LBS.; ADI: 2 OZ.; AD2: 36 OZ. 11.) 4000 PSI; 3/4"; CI: 372 LBS. ; SLAG: 248 LBS.; AD I: 2:6 OZ. ; AD2: 40.3 OZ. Leading the Nation in Transportation Excellence
Four Hundred D Street. Boston. MA 0211 O
Te/: 617-951-0590, TDD: 617-973-7306
www.mass.gov/massdot
12.) 4000 PSI; J/4"; C2:
1J.) 4000 PSI ; J/8" ; CI:
14.) 4000 PSI; J/8"; C2:
15.) 4000 PSI; TREMIE
OZ. ; AD4: 19.7 OZ.
16.) 4000 PSI; TREMIE
OZ. ; AD4: 19.7 OZ.
J72 LBS.; SLAG: 248 LBS.; ADI:
J96 LBS. ; SLAG: 264 LBS. ; AD I:
J96 LBS.; SLAG: 264 LBS.; ADI:
MIX; J/4"; Cl: J95 LBS.; SLAG:
2.6 OZ.; AD2: 40.J OZ.
1.2 OZ. ; AD2: 42.9 OZ.
1.2 OZ.; AD2: 42.9 OZ.
26J LBS.; ADI: I OZ.; ADJ: 19.7
MIX; J/4"; C2: J95 LBS.; SLAG: 26J LBS.; ADI: I OZ.; ADJ: 19.7
Director of Research and Materials
RFM/ms/wk lllYJ
Attachments
C: District 5 Materials Engineer
R&M Job File