Charles D. Baker. Govemor
Karyn E. Polito, Lieutenant Governor
Stephanie Pollack. Secretary & CEO
Thomas J. Tinlin, Administrator
•
l}JJmi!~dlQI
~
.;lghway Division
January 14, 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 submittals and trial batches. Approved Plant Location: AGGREGATE INDUSTRIES - WILMINGTON, MA Approved Cementitious & Mitigating Materials: Cl TYPE I I II CIMENT QUEBEC- ST BASILE, QC I C2 TYPE SF LAFARGE - ST CONSTANT, QC I FAl TYPE F ENEL POWER - TORREVALDALIGA, ITALY
RESOURCES - SOMERSET, MA I
FA2 TYPE F HEADWATERS Approved Aggregates: FINE 1 OSSIPEE AGGREGATES - OSSIPEE, NH I 3/8" 1 BENEVENTO SAND AND ORA VEL ­
WILMINGTON, MA I 3/4" 1 BENEVENTO SAND AND ORA VEL - WILMINGTON, MA Approved Admixtures: ADJ TYPE C260 SIKA - SIKA AEA-14 I AD2 TYPE A,F SIKA - SI KAM ENT AFM I AD3 TYPE D SIKA - PLASTIMENT I ADS TYPE C SIKA - SIKA CNI Approved Mix Designs: 1.)
2.)
3.)
4.)
5.)
IOOPSIICDFICI: 50LBS.IFA1: 250LBS.JADI: 120Z. 4000 PSI I 3/4"1 I Cl: 461 LBS. I FAI: 197 LBS. I ADI: 3 oz. 1AD2: 39.5 oz.1 AD3 :
4000PSil3/8"I ICI: 511 LBS.jFAl: 219LBS.IAD1: 40Z. J AD2: 43.60Z.IAD3:
5000PSil3/4"1 IC1: 526LBS.IFA1: 226LBS.IAD1: 40Z. j AD2: 45.1 OZ.IAD3:
5000 PSI I 3/8" I I c I: 560 LBS. I FA 1: 240 LBS. I AD I: 4.5 oz. 1AD2: 48 oz. 1AD3:
Leading the Nation in Transportation Excellence
19.7 oz. 21.90Z. 22.60Z. 24 oz. Four Hundred D Street. Boston. MA 021 IO
Tel: 617-951-0590, TOD: 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.1ADZ: 58.5 oz. 1AD3:
23.4 oz.1ADS: 384 oz. 7.) 5000 PSI I HP I 3/4"1 I C2: 514 LBS. I FAI : 171 LBS. I ADI: 4.2 oz. 1ADZ: 70.5 oz. I AD3: Z8.2 oz.1ADS: 384 oz. 8.) 5000 PSI I HP I 3/8" I I C2: 533 LBS. j FA I: 177 LBS. I AD I: 4.4 oz.1 AD2: 73 oz. I AD3: 29.2 oz.1ADS: 384 oz. s· erely, !~
Director of Research and Materials
RFM/ay/wk J.11~·
Attachments
C: District 4 Materials Engineer
R&M Job File
Charles D. Baker. Govemor
Karyn E. Polito, Lieutenant Govemor
Stephanie Po/lack. Secretary & CEO
Thomas J. linrin, Administrator
•'Jl'!!lf!.lll!QI
.I
fifghway 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 submittals and trial batc~es. Approved Plant Location: AGGREGATE IN~USTRJES - WILMINGTON, MA Approved Cementitious & Mitigating Materials: Cl TYPE I / JI CJMENT QUEBEC- ST BASILE, QC I C2 TYPE SF LAFARGE- ST CONSTANT, QC I
FAI TYPE F ENEL POWER - TORREVALDALIGA, ITALY
RESOURCES - SOMERSET, MA I FA2
TYPE F. HEADWATERS Approved Aggregates: FINE I OSSIPEE AGGREGATES - OSSIPEE, NH I 3/8" 1 BENEVENTO SAND AND GRAVEL ­
WILMINGTON, MA I 3/4"1 BENEVENTO SAND AND GRAVEL- WILMINGTON, MA Approved 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 ADS TYPE C SIKA - SIKA CNI j AD6 TYPE S SIKA - SIKA STABILIZER 4R I AD7 TYPE C,E SIKA - SIKASET NC I ADS TYPE C SIKA - SIKA RAPID 1 Approved Mix Designs: I.) JOO PSI I CDF I Cl: 50 LBS. I FAI: 250 LBS. I ADI: 12 OZ. 2.) 3000PSil3/4"1 ICI: 378LBS.IFAI: 162LBS.IADI: 40Z. IAD2: 32.40Z. IAD3: J6.20Z. 3.) 3000 PSI I 3/8"1 I Cl: 413 LBS. I FAI: 177 LBS. I ADI: 3.5 oz. 1 AD2: 35.4 oz. 1AD3: 17.7 oz. 4.) 3500PSil3/4"IIC1: 413LBS.IFAI: 177LBS.IADI: 30Z. IAD2: 35.40Z.I AD3: 17.70Z. 5.) 4000 PSI I 3/4"1 I Cl: 461 LBS. I FAI: 197 LBS. I ADI: 3 oz. 1AD2: 39.5 oz. 1AD3: 19.7 oz. 6.) 4000 PSI I SIDEWALK 13/4"1 I Cl: 461 LBS. I FAI: 197 LBS. I ADI: 3 oz. 1AD2: 39.5 oz. 7.) 4000PSll3/8"1 ICI: 511 LBS.IFAI: 219LBS.IADI: 40Z. IAD2: 43 .60Z. IAD3: 21.90Z. 8.) 5000 PSI I 3/4 It I I c 1: 526 LBS. I FA 1: 226 LBS. I AD I: 4 oz. 1AD2: 45.1 oz. 1AD3: 22.6 oz. 9.) 5000 PSI 13/8" 1 I I: 560 LBS. I FA 1: 240 LBS. I AD I: 4.5 oz. 1AD2: 48 oz. 1AD3: 24 oz. c
Leading the Nation in Transportation Excellence
Four Hundred D Street, Boston, MA 02 I IO
Tel: 617-951-0590, TDD: 617-973-7306
www.mass.gov/massdot
JO.) 4000 PSI I TREMIE 13/4"1 I Cl : 494 LBS. I FAI : 212 LBS. I ADI : 1.4 oz.1 AD3: 28.2 OZ. j AD4: 28.2 OZ. JI.) 4000 PSI I TREMIE I 3/8"1 l Cl : 511 LBS. l FAI: 219 LBS. [ ADI: 1.5 oz. 1AD3: 29.2 oz. 1 AD4: 29.2 OZ. 12.) 5000 PSI I TREMIE I 3/4"1 I Cl : 526 LBS. I FAI : 226 LBS. I ADI: 1.5 oz. 1AD3: 30.1 oz. 1 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. 1 AD3: 31 oz. 1 AD4: 31 OZ. 14.) 4000 PSI I HP I 3/4"1 I C2: 439 LBS. I FAI : 146 LBS. I ADI: 3.5 oz. 1 AD2: 58.5 oz. 1AD3: 23.4 oz.1 AD5: 384 oz. 15.) 5000 PSI I HP I 3/4"1 I C2: 514 LBS. I FAI : 171 LBS. I ADI: 4.2 oz. 1AD2: 70.5 oz.1 AD3: 28.2 oz. 1AD5: 384 oz. 16.) 5000 PSI I HP I 3/8"1 I C2: 533 LBS. I FAJ : 177 LBS. I ADI: 4.4 oz.1 AD2: 73 oz.1 AD3 : 29.2 oz. 1ADS: 384 oz. John E. Grieco, P.E.
Director of Research and Materials
RFM/tw/wk "'1/.(.
Attachments
C: District 4 Materials Engineer
R&M Job File