•
Charles D. Baker; Governor Karyn E. Polito. Lieutenant Governor Stephanie Pollack, Secretary & CEO Thomas Tinlin, Acting Administrator
'Jlf
!JE!~@..QI
~
•
:ighway Division
.
April I, 201S ·
Mr. Ian McNaught
Quality Control
L & S Industries
P.O. Box 50097
New Bedford, MA 02745
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: L & S INDUSTRIES - ACUSHNET, MA Approved Cementitious & Mitigating Materials: Cl: TYPE I I II HOLCIM - HOLLY HILL, SC; C2: TYPE SF LAFARGE - BOSTON, MA; SLAG: TYPE 100 HOLCIM GRANCEM -CAMDEN, NJ; SF: BASF MASTERLIFE SF 100- CLEVELAND, OH Approved Aggregates: FINEI: CAPE COD AGGREGATES - BOURNE, MA; 3/8"1: P J KEATING - ACUSHNET, MA; 3/4"1: P J KEATING-ACUSHNET, MA; l.S"l: P J KEATING-ACUSHNET, MA Approved Admixtures: ADI: TYPE C260 BASF - MASTER AIR AE 200; AD2: TYPES BASF - MASTERCELL 2S; AD3: TYPE A,B,D BASF - MASTER POZZOLITH 700; AD4: TYPE B,D BASF - MASTER SET R 100; ADS: TYPE A,F BASF - MASTER GLENIUM 7SOO; AD6: TYPE C BASF - MASTER LIFE CI 30 Approved Mix Designs: I.) 3000 PSI; 3/4"; Cl: 338 LBS.; SLAG: 182 LBS.; ADI: 2.S OZ.; AD3: IS.6 OZ. 2.) 4000PSI;3/4";Cl: 429LBS.;SLAG: 231 LBS.;ADI: 3.SOZ.;AD3: 19.80Z. 3.) 4000 PSI; 3/8"; Cl: 448 LBS.; SLAG: 242 LBS.; ADI: 3.2 OZ.; AD3: 20.7 OZ. 4.) SOOO PSI; HP; 3/4"; CI: 413 LBS.; SLAG: 222 LBS.; SF: SO LBS.; ADI: 3 OZ.; AD4: 16.4 OZ.; ADS: 30.8 OZ.; AD6: 384 OZ. S.) SOOO PSI; HP; 3/8"; CI: 429 LBS.; SLAG: 231 LBS.; SF: SO LBS.; ADI: 2.8 OZ.; AD4: 16.7 OZ.; ADS: 33.7 OZ.; AD6: 384 OZ. 6.) 4000 PSI; HP DECK; 3/4"; Cl: 3S4 LBS.; SLAG: 190 LBS.; SF: 37.S LBS.; ADI: 2.S OZ.; AD4: IS.4 OZ.; ADS: 34.9 OZ.; AD6: 384 OZ. 7.) 4000 PSI; HP; 3/4"; C2: 378 LBS.; SLAG: 204 LBS.; ADI: 7.2 OZ.; AD4: IS.4 OZ.; ADS: 34.9 OZ.; AD6: 384 OZ. 8.) SOOO PSI; HP; 3/4"; C2: 44S LBS.; SLAG: 240 LBS.; ADI: 7.8 OZ.; AD4: 16.S OZ.; ADS: 27.4 OZ.; AD6: 384 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
9.) 5000 PSI; HP; 3/8" ; C2: 462 LBS.; SLAG: 249 LBS.; ADI: 5 OZ.; AD4: 16.7 OZ.; ADS: 28.4 OZ.; AD6: 384 OZ. 10.) 3000 PSI; 1.5"; Cl: 312 LBS . ; SLAG: 168 LBS.; ADI: 2.5 OZ.; AD3: 14.4 OZ. 11.) 4000 PSI; 1.5"; CI: 410 LBS . ; SLAG: 221 LBS.; ADI: 3 OZ.; AD3 : 18.9 OZ. ~
RFM/ms/wk
Attachments
C: District 5 Materials Engineer
R&M Job File
John E. Grieco, P.E.
Director of Research and Materials
Charles D. Baker, Governor
Karyn E. Polito, Lieutenant Governor
Stephanie Pollack. Secretary & CEO
Thomas linlin, Acting Administrator
•
~!!li![..f..!2.QI
~
;ighway Division
April l, 201S
Mr. Ian McNaught
Quality Control
L & S Industries
P.O. Box 50097
New Bedford, MA 02745
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:
L & S INDUSTRIES - ACUSHNET, MA
Approved Cementitious & Mitigating Materials:
Cl: TYPE I I II HOLCIM - HOLLY HILL, SC; C2: TYPE SF LAFARGE - BOSTON, MA; FAl: TYPE F
HEADWATERS RESOURCES - SOMERSET, MA; SLAG: TYPE 100 HOLCIM GRANCEM- CAMDEN, NJ;
SF: BASF MASTERLIFE SF l 00 - CLEVELAND, OH
Approved Aggregates:
FINEl: CAPE COD AGGREGATES - BOURNE, MA; 3/8"1: P J KEATING - ACUSHNET, MA; 3/4"1: P J
KEATING-ACUSHNET, MA; l.S"l: P J KEATING-ACUSHNET, MA
Approved Admixtures:
ADl: TYPE C260 BASF - MASTER AIR AE 200; AD2: TYPES BASF - MASTER CELL 2S; AD3: TYPE
A,B,D BASF - MASTER POZZOLITH 700; AD4: TYPE B,D BASF - MASTER SET R 100; ADS: TYPE A,F
BASF - MASTER GLENIUM 7SOO; AD6: TYPE C BASF - MASTER LIFE CI 30
Approved Mix Designs:
l.) 3000 PSI; 3/4"; Cl: 338 LBS.; FAl: 78 LBS.; SLAG: 104 LBS.; ADl: 2.S OZ.; AD3: 15.6 OZ. 2.) 4000 PSI; 3/4"; Cl: 429 LBS.; FAl: 99 LBS.; SLAG: 132 LBS.; ADl: 3.S OZ.; AD3: 19.8 OZ. 3.) 4000 PSI; SIDEWALK; 3/4"; Cl: S20 LBS.; FAl: 130 LBS.; ADl: 4 OZ.; AD3: 19.S OZ. 4.) 4000 PSI; 3/8"; Cl: 448 LBS.; FAl: 104 LBS.; SLAG: 138 LBS.; ADl: 3.2 OZ.; AD3: 20.7 OZ. S.) ; FLOWFILL lE; Cl: 80 LBS.; AD2: 3 OZ. 6.) 4000 PSI; l.S"; Cl: 410 LBS.; FAl: 9S LBS.; SLAG: 126 LBS.; ADl: 3 OZ.; AD3: 18.9 OZ. 7.) SOOO PSI; HP; 3/4"; Cl: 413 LBS.; FAl: 9S LBS.; SLAG: 127 LBS.; SF: 50 LBS.; ADl: 3 OZ.; AD4: 16.4 OZ.; ADS: 30.8 OZ.; AD6: 384 OZ. 8.) SOOO PSI; HP; 3/8"; Cl: 429 LBS.; FAl: 99 LBS.; SLAG: 132 LBS.; SF: SO LBS.; ADl: 2.8 OZ.; AD4: 16.7 OZ.; ADS: 33.7 OZ. ; AD6: 384 OZ. 9.) 4000 PSI; HP DECK; 3/4"; Cl: 43S LBS.; FAl: 109 LBS.; SF: 37.S LBS.; ADl: 2.5 OZ.; AD4: 15.4 OZ.; ADS: 34.9 OZ.; AD6: 384 OZ. Leading the Nation in Transportation Excellence
Four Hundred D Street, Boston. MA 021 1O
Tel: 617-951-0590, TDD: 617-973-7306
www.mass.gov/massdot
10.) 4000 PSI; HP; 3/4" ; C2: 46S LBS .; FAI : 117 LBS.; ADI: 7.2 OZ.; AD4: IS.4 OZ.; ADS: 34.9 OZ.; AD6: 384 OZ. 11.) SOOO PSI; HP; 314" ; C2: 44S LBS .; FAI: 103 LBS .· SLAG: 137 LBS.; ADI: 7.8 OZ.; AD4: 16.S OZ. ; ADS: 27.4 OZ.; AD6: 384 OZ. 12.) SOOO PSI; HP; 3/8" ; C2: 462 LBS .; FAI: 106 LBS. ; SLAG: 142 LBS.; ADI: S OZ.; AD4: 16.7 OZ.; ADS: 28.4 OZ.; AD6: 384 OZ. 13.) 3000 PSI; 1.S"; Cl: 312 LBS. ; FAI: 72 LBS . · SLAG: 96 LBS.; ADI: 2.S OZ.; AD3: 14.4 OZ. Director of Research and Materials
;//fa
RFM/ms/wk
Attachments
C: District S Materials Engineer
R&M Job File
'P'l!!i!ll!2.9.I
~~ighway
Charles D. Baker; Governor Karyn E. Polito, Lieutenant Governor Stephanie Pollack, Secretary & CEO Thomas Tinlin, Acting Administrator
•
•
Division
May 7 2015
Mr. Daniel J. McNaught
Quality Control
L & S Industries
P.O. Box 50097
New Bedford, MA 02745
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:
LAND S INDUSTRIES - ACUSHNET, MA
Approved Cementitious & Mitigating Materials:
Cl: TYPE I I II HOLCIM ~ HOLLY HILL, SC; FA I: TYPE F HEADWATERS RESOURCES ­
SOMERSET, MA; SLAG: TYPE 100 HOLCIM GRANCEM - CAMDEN, NJ
Approved Aggregates:
FINE I: CAPE COD AGGREGATES - BOURNE, MA; 3/8" I: P J KEATING - ACUSHNET, MA
Approved Admixtures:
AD I: TYPE C260 BASF - MASTER AIR AE 200; AD4: TYPE B,D BASF - MASTER SET R I 00
Approved Mix Designs:
1.) 4000 PSI; TREMIE; 3/8"; Cl: 520 LBS.; FA!: 120 LBS.; SLAG: 160 LBS.; ADI: 3.5 OZ. ;
AD4: 32 OZ.
~W' M/f,
Director of Research and Materials
RFM/ms/wk
Attachments
C: District 5 Materials Engineer
R&M Job File
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