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Charles D. Baker; Governor
Karyn E. Polito. Lieutenant Governor
Stephanie Pollack. Secretary & CEO
Thomas Tinlin. Acting Administrator
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Division
April 1, 201S
Mr. Ralph Olds
Quality Control Coordinator
Construction Service
2420 Boston Road
Wilbraham, MA 01095
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:
CONSTRUCTION SERVICE - SPRINGFIELD, MA
Approved Cementitious & Mitigating Materials:
C 1: TYPE I I II LAFARGE - ST CONSTANT, QC, CA; C2: TYPE SF LAFARGE - ST CONSTANT,
QC, CA; SLAG: TYPE I20 LAFARGE NEWCEM - BALTIMORE, MD; SF: BASF MASTERLIFE
Sf 100-CLEVELAND,OH
Approved Aggregates:
FINEl: DELTA SAND AND GRAVEL-SUNDERLAND, MA; 3/8"1: JS LANE-AMHERST, MA;
3/4"1: JS LANE-AMHERST, MA
Approved Admixtures:
ADI: TYPE C260 BASF - MASTER AIR AE 200; AD2: TYPE A,F BASF - MASTER GLENIUM
7SOO; AD3: TYPE B,D BASF - MASTER SET R 100; AD4: TYPE C BASF - MASTER LIFE CI 30;
ADS: TYPES BASF - MASTERCELL 2S
Approved Mix Designs:
I.) 3000 PSI; 3/4"; Cl: 300 LBS.; SLAG: 300 LBS.; ADI: 1.8 OZ.; AD2: I8 OZ.
2.) 3SOO PSI; 3/4"; Cl: 300 LBS.; SLAG: 300 LBS.; ADI: 1.8 OZ.; AD2: I8 OZ.
3.) 4000 PSI; 3/4"; CI: 360 LBS.; SLAG: 360 LBS.; ADI: 2.2 OZ.; AD2: 21.6 OZ.
4.) 4000 PSI; SIDEWALK; 3/4"; CI: 330 LBS.; SLAG: 330 LBS.; ADI: 2.2 OZ.; AD2: I9.8 OZ.
S.) SOOOPSl;3/4";Cl: 4IOLBS.;SLAG: 4IOLBS.;ADI: 2.90Z.;AD2: 4IOZ.
6.) 3000PSl;3/8";CI: 315LBS.;SLAG: 31SLBS.;ADI: 2.SOZ.;AD2: I8.90Z.
7.) 3SOO PSI; 3/8"; Cl: 3I5 LBS.; SLAG: 3IS LBS.; ADI: 2.S OZ.; AD2 : 18.9 OZ.
8.) 4000 PSI; 3/8"; CI: 380 LBS.; SLAG: 380 LBS.; ADI: 2.S OZ.; AD2: 22.8 OZ.
9.) 5000 PSI; 3/8" ; CI : 425 LBS.; SLAG: 42S LBS.; ADI: 3 OZ.; AD2: 42.S OZ.
IO.) IOO PSI; FLOW FILL TYPE IE/2E; Cl: 7S LBS.; ADS: I OZ.
11.) 200 PSI ; FLOW FILL TYPE I/2 ; CI: l 3S LBS. ; ADS: I 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
12.) 4000 PSI; PUMP (7+/-2 SLUMP); 3/8"; Cl: 390 LBS . ; SLAG: 390 LBS.; ADI: 3 OZ.; AD2:
46.8 oz.
13.) 4000 PSI; DRILLED SHAFT (8+/-1 SL); 3/8"; Cl: 380 LBS.; SLAG: 380 LBS.; ADI: 0.3
OZ.; AD2: 38 OZ.; AD3: 22.8 OZ.
14.) 4000 PSI; HP; 3/4"; C2: 369 LBS . ; SLAG: 216 LBS.; ADI: 9 OZ.; AD2: 46.8 OZ.; AD3:
35. l OZ. ; AD4: 384 OZ.
15.) 5000 PSI; HP; 3/4"; C2: 431 LBS.; SLAG: 254 LBS.; ADI: 14.7 OZ. ; AD2: 54.8 OZ.; AD3:
41.1 OZ.; AD4: 384 OZ.
16.) 5000 PSI; HP; 3/8"; C2: 447 LBS.; SLAG: 263 LBS.; ADI: 12.5 OZ.; AD2: 56.8 OZ. ; AD3:
42.6 OZ.; AD4: 384 OZ.
17.) 4000 PSI ; HP; 3/4" ; Cl: 316 LBS. ; SLAG: 234 LBS. ; SF: 35 LBS. ; ADI: 8.5 OZ. ; AD2:
46.8 OZ.; AD3: 35 .1 OZ.; AD4: 384 OZ.
18.) 5000 PSI; HP; 3/4"; Cl: 371 LBS.; SLAG: 274 LBS.; SF: 40 LBS.; ADI: 14 OZ.; AD2:
54.8 OZ.; AD3: 41.l OZ.; AD4: 384 OZ.
19.) 5000 PSI ; HP; 3/8" ; Cl: 386 LBS. ; SLAG: 284 LBS. ; SF: 40 LBS. ; ADI: 12 OZ. ; AD2:
56.8 OZ. ; AD3: 42.6 OZ. ; AD4: 384 OZ.
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Attachments
C: District 2 Materials Engineer
R&M Job File
Director of Research and Materials