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Charles D. Baker, Governor
Kaiyn E. Poliro. Lieutenant Govemor
Stephanie Pollack. Secretaiy & CEO
ThomasJ . Tinlin, Administrator
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;ighway Division
April 5, 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 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:
AGGREGATE INDUSTRIES - DORCHESTER, MA
Approved Cementitious & Mitigating Materials:
Ct TYPE I I II CIMENT QUEBEC - ST BASILE, QC ~ C2 TYPE SF LAFARGE- ST CONSTANT, QC I FA! TYPE F
ENEL POWER - TORREY ALDALIGA, ITALY t FA2 TYPE F HEADWATERS RESOURCES - SOMERSET, MA
Approved Aggregates:
FINE! OSSIPEE AGGREGATES - OSSIPEE, NH I 3/8"t AGGREGATE INDUSTRIES - LITTLETON, MA I 3/4"t
AGGREGATE rNDUSTRIES - LITTLETON, MA
Approved Admixtures:
ADI TYPE C260 SJKA - SJKA AEA-14 ~ AD2 TYPE A,F SIKA - SIKAMENT AFM I ADJ TYPE D SIKA ­
PLASTIMENT I AD4 TYPE A,F SIKA- YISCOCRETE 2100 I ADS TYPE C SIKA- SIKA CNI I AD6 TYPES SIKA­
SIKA STABILIZER 4R I AD7 TYPE C,E SIKA - SIKA SET NC IADS TYPE C SIKA - SIKA RAPID I
Approved Mix Designs:
1.) tOOPSl l CDF ICI: SOLBS. I FAt: 250LBS. I ADI: 120Z.
2.) 3000PSl lJ/4"1 ICI: 378LBS. j FAI: 162LBS. IADI: 40Z. I AD2: 32.40Z. IAD3: 16.20Z.
3.) 3000PSl l3/8"1 ICI: 413LBS. j FAI: 177 LBS. fADI: 3.50Z. IAD2: 35.40Z. I AD3: 17.70Z.
4.) 3500PSl l3/4"1 I CI: 413LBS. j FAt: 177 LBS. l ADI: 30Z. IAD2: 35.40Z. jAD3: 17.70Z.
5.) 4000PS ll 3/4"1 I CI: 461 LBS. 1FAI: 197LBS. IADI: 30Z. I AD2: 39.50Z. IAD3: 19.70Z.
6.) 4000 PSfl SIDEWALK 1314"1 I Ct: 461 LBS. I FA I: t97 LBS. I ADI: 3 OZ. I AD2: 39.5 OZ.
7.) 4000PSfl 3/8"1 I CI: 511 LBS. I FAI: 219LBS. IADI: 40Z. I AD2: 43.60Z. IAD3: 21.90Z.
8.) 5000 PSI 1314" l I c I: 526 LBS. I FA I: 226 LBS. I AD I: 4 oz. 1AD2: 45.1 oz. 1AD3: 22.6 oz.
9.) 5000 PSll 3/8"1 I Cl: 560 LBS. I FA!: 240 LBS. I ADI: 4.5 oz. 1AD2: 48 oz. 1AD3: 24 oz.
10.) 4000PSI ITREMIE l3/4"1 I CI: 494LBS. IFAI: 212LBS. IADI: l.40Z. IAD3: 28.20Z. IAD4: 28.20Z.
11.) 4000 PSI I TREMIE I 318"1 I Cl: 511 LBS. I FAI: 219 LBS. I ADI: 1.5 oz. 1AD3: 29.2 oz. 1AD4: 29.2 oz.
12.) 5000 PSI I TREMIE 1314" I I C 1: 526 LBS. I FA l: 226 LBS. IAD I: 1.5 OZ. l AD3: 30. I OZ. IAD4: 30. I OZ.
13.) 5000 PSI I TREMIE I 3/8" 11CJ: 543 LBS. I FA t: 233 LBS. I ADI: 1.6 oz. i AD3: 31 oz. 1AD4: 31 oz.
Leading the Nation in Transportation Excellence
Four Hundred D Street. Boston, MA 0211 O
Tel: 617·951 ·0590, TDD: 617+973A7306
www.mass.gov/ massdot
14.) 4000 PSI I HP I J/4"1 l C2: 4J9 LBS. I FAl : 146 LBS. I ADI: J.S oz.1AD2: S8.S oz. ADJ : 23.4 oz.1ADS :
J84 oz.
lS.) 5000 PSI I HP I J/4"1 I C2: Sl4 LBS. [ FA! : 171 LBS. I ADJ: 4.2 OZ. I AD2: 70.5 oz.1ADJ: 28.2 oz. 1ADS:
384 oz.
16.) sooo PSI I HP j 3/8"1 j C2: 533 LBS. I FAl: 177 LBS. I ADI: 4.4 oz. AD2: 73 oz. 1ADJ : 29.2 oz. 1ADS:
384 oz.
tt1i4'
RFM/ay/wk ~ "\
Attachments
C: District 6 Materials Engineer
R&M Job File