•
Charles D. Baker. Govemor Kaiyn E. Polito, Lieutenant Govemor Stephanie Pollack. Secretaiy & CEO Thomas J. Tinlin, Administrator
•
IJ.~IJli!mlQI
~
:fghway Division
January 14, 20 J6
Mr. Mark Liebert Quality Control Manager Aggregate Industries 171 S Broadway Saugus, MA 01906 Dear Sir, The following cement concrete mix design submitta1s 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. Aporoved Plant Location: AGGREGATE INDUSTRIES - SAUGUS, MA Approved Cementitious & Mitigating Materials: CJ TYPE I I II CIMENT QUEBEC- ST BASILE, QC I C2 TYPE SF LAFARGE - ST CONSTANT, QC I FAI TYPE F ENEL POWER - TORREVALDALIGA, ITALY I FA2 TYPE F HEADWATERS RESOURCES - SOMERSET, MA Approved Aggregates: FINE I OSSIPEE AGGREGATES - OSSIPEE, NH I 3/8" I AGGREGATE rNDUSTRIES ­
SWAMPSCOTT, MA I 3/4"1 AGGREGATE INDUSTRIES-SWAMPSCOTT, MA Approved Admixtures: ADI TYPE C260 SIKA - SIKA AEA-141 AD2 TYPE A,F SIKA - SIKAMENT AFM I AD3 TYPED SIKA - PLASTIMENT I ADS TYPE C SIKA - SIKA CNI Approved Mix Designs: I.) 100 PSI I CDF I Cl: 50 LBS. I FA1: 250 LBS. J ADI: 12 OZ. 2.) 4000 PSI I3/4"1 I Cl: 461 LBS. j FAl: 197 LBS. I ADI: 3 oz. 1AD2: 39.5 oz. 1AD3:
3.) 4000PSll3/8"1 IC1: 511 LBS.IFAl: 219LBS. jADl: 40Z. I AD2: 43.60Z.IAD3:
4.) 5000 PSI I 3/4"1 I Cl: 526 LBS. I FAl: 226 LBS. I ADI: 4 oz. 1AD2: 45.l oz.1 AD3:
5.) 5000 PSI I 3/8"1 I Cl: 560 LBS. I FAI : 240 LBS. I ADI: 4.5 oz. 1AD2: 48 oz. 1AD3 :
Leading the Nation in Transportation Excellence
19.7 oz. 21.90Z. 22.6 oz. 24 oz. Four Hundred D Street, Boston. MA 02110
Tel: 6 I 7-951-0590, TDD: 617-973-7306
www.mass.gov/massdot
6.) 4000 PSI I HP I 3/4"1 I C2: 439 LBS. I FAl : 146 LBS. I ADI: 3.5 oz. 1AD2: 58.5 oz. 1AD3:
23.4 OZ. I ADS: 384 OZ. 7.) 5000 PSI I HP I 3/4"1 I C2: 514 LBS. I FAl : 171 LBS. I ADI: 4.2 OZ. I AD2: 70.5 oz. 1ADJ : 28.2 oz.1ADS: 384 oz. 8.) 5000 PSI I HP I 3/8"1 I C2: 533 LBS. I FAI : 177 LBS. I ADI: 4.4 oz.1 AD2: 73 oz. 1AD3: 29.2 OZ. I ADS: 384 OZ. Director of Research and Materials
RFM/tw/wk
WI'-<
Attachments
C: District 4 Materials Engineer
R&M Job File
•
Charles D . Baker. Governor Karyn E. Polito. Lieutenant Governor Stephanie Pollack. Secretary & CEO Thomas J . Tinlin. Administrator
•
IJ-11
!.!!.i![!.!2.QI
~
:lghway Division
February 22, 2016
Mr. Mark Liebert Quality Control Manager Aggregate Industries 1715 Broadway Saugus, MA 01906 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 subm ittals and trial batches. Approved Plant Location: AGGREGATE INDUSTRIES - SAUGUS, MA Approved Ccmcntitious & Mitigating Materials: CI TYPE I I II CIMENT QUEBEC - ST BASILE, QC I C2 TYPE SF LAFARGE - ST CONSTANT, QC I FAI TYPE F ENEL POWER - TORREVALDALIGA, ITALY I FA2 TYPE F HEADWATERS RESOURCES - SOMERSET, MA Approved Aggregates: FJNEl OSSIPEE AGGREGATES - OSSIPEE, NH I 3/8"1 AGGREGAT~ INDUSTRIES ­
SWAMPSCOTI, MA 13/4" l AGGREGATE INDUSTRIES - SWAMPSCOTT, MA Apnroved Admixtures: ADI TYPE C260 SIKA- SIKA AEA-14 I AD2 TYPE A,F SIKA - SIKAMENT AFM I AD3 TYPED SIKA - PLASTIMENT I AD4 TYPE A,F SIKA - VISCOCRETE 2100 I AD5 TYPE C SIKA - SIKA CNI I AD6 TYPES SIKA - SIKA STABILIZER 4R I AD7 TYPE C,E SIKA - SIKASET NC I ADS TYPE C SIKA - SIKA RAPID I Approved Mix Designs: I.) JOOPSI I CDF ICI: 50LBS.IFAI : 250LBS. IADI: 120Z. 2.) 3000PSi l 3/4"1 IC1: 378LBS.IFA1: 162LBS. IADI: 40Z. JAD2: .32.40Z. IAD3 : 16.20Z. 3.) 3000 PSI I 3/8"1 I CJ: 413 LBS. I FAI : 177 LBS. I ADI: 3.5 oz. 1 AD2: 35.4 oz. 1 AD3: 17.7 oz. 4.) 3500 PSI I 3/4"1 ICl : 413 LBS. I FAI : 177 LBS. I ADI : 3 oz.1 AD2 : 35.4 oz. 1AD3 : 17.7 oz. 5.) 4000PSl13/4"1 IC1 : 461 LBS. IFAI : 197LBS. IAD1 : 30Z.I AD2 : 39.50Z. IAD3 : 19.70Z. 6.) 4000 PSI I SIDEWALK I 3/4" 1 I C 1: 461 LBS. I FA 1: 197 LBS. I AD 1: 3 OZ. I AD2: 39.5 OZ. 7.) 4000PSi l 3/8"1 IC1: 511 LBS. jFAI : 219LBS.IAD1: 40Z.I AD2: 43 .60Z. IAD3 : 21.90Z. 8.) 5000 PSI I 3/4"1 ICt: 526 LBS. I FAI : 226 LBS. I ADI: 4 oz.1 AD2: 45.1 oz.1 AD3: 22.6 oz. 9.) 5000 PSI I 3/8"1 I Cl: 560 LBS. I FAt : 240 LBS. I ADI: 4.5 oz.1 AD2: 48 oz. 1AD3 : 24 oz. Leading the Nation in Transponation Excellence
Four Hundred D Street. Boston. MA 0211 O
Tel: 6 t 7·95 t ·0590, TDD: 617-973-7306
www.mass.gov/massdot
10.) 4000 PSI I TREMIE I 3/4"1 I Cl : 494 LBS. I FAI: 212 LBS. I ADI: 1.4 oz. 1AD3 : 28.2 oz. 1 AD4: 28.2 OZ. 11.) 4000 PSI I TREMIE I 3/8"1 I Cl: 511 LBS. I FAI: 219 LBS. I ADI: 1.5 oz.1 AD3: 29.2 oz.1 AD4: 29.2 OZ. 12.) 5000 PSI I TREMIE I 3/4"1 I Cl: 526 LBS. I FAl: 226 LBS. I ADI: 1.5 oz. 1AD3 : 30.1 oz. t AD4: 30.1 OZ. 13 .) 5000 PSI I TREMIE I 3/8"1 I Cl: 543 LBS. I FAI: 233 LBS. I ADI: 1.6 oz. I AD3: 31 oz. 1 AD4: 31 OZ. 14.) 4000 PSI I HP I 3/4"1 I C2: 439 LBS. j FAl : 146 LBS. I ADI: 3.5 oz. 1AD2: 58.5 OZ. l'AD3: 23.4 oz.1 ADS: 384 oz. IS.) sooo PSI I HP j 3/4"1 I C2: Sl4 LBS. I FAl : 171 LBS. I ADI: 4.2 oz. 1AD2: 70.5 oz.1 AD3: 28.2 oz.1ADS : 384 oz. 16.) 5000PSllHPIJ/8"llC2: 533LBS.I FAI : 177LBS.j ADl: 4.40Z.jAD2: 730Z.I AD3 : 29.2 oz.1ADS : 384 oz. Director of Research and Materials
RFM/tw/wk if.ff,_
Attachments
C: District 4 Materials Engineer
R&M Job File