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Charles D. Baker. Governor Karyn E. Polito. Lieutenant Governor Stephan ie Pollack. Secretary & CEO Thomas J . Tinlin. Administrator
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~~ighway Division
April 4. 2016
Mr. Mark Liebert Quality Control Manager Aggregate Industries I 715 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 - EVERETT, MA Approved Cemeotitious & Mitigating Materials: CI TYPE I I II CIMENT QUEBEC - ST BASILE, QC I C2 TYPE SF LAFARGE - ST CONSTANT, QC I FA'l TYPE F ENEL POWER - TORREVALDALIGA, ITALY I FA2 TYPE F HEADWATERS RESOURCES - SOMERSET, MA Aporoved Aggregates: FINE! OSSIPEE AGGREGATES- OSSIPEE, NH I 318"1 AGGREGATE INDUSTRIES- LITTLETON, MA 13/4"1 AGGREGATE INDUSTRIES - LITTLETON, 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 Approved Mix Designs:
I.) 100 PSI I CDF I Ct: 50 LBS. I FAI: 250 LBS. I ADI: 12 OZ.
2.) 3000PSl l 3/4!'1 IC1: 378LBS. I FAI: 162LBS. I ADI : 40Z. IAD2: 32.40Z. I AD3 : 16.20Z.
3.) 3000PSl l 3/8"1 IC1: 413LBS. j FA1: 177LBS. I ADI: 3.50Z. j AD2: 35.40Z. I AD3: 17.70Z.
4.) 3500PSl l 3/4"1 IC1: 413LBS. j FA1: 177LBS. I ADI : 30Z. j AD2: 35.40Z. I AD3: 17.70Z.
5.) 4000PSl l 3/4"1 IC1: 461 LBS. j FAI: 197LBS. I ADI : 30Z. j AD2: 39.50Z. AD3 : 19.70Z.
6.) 4000PSl l SIDEWALK j3/4''1 I C1 : 461 LBS. I FA! : 197LBS.I ADI: 30Z. j AD2: 39.50Z.
7.) 4000PSl j 3/8"l jC1: 511 LBS. j FAl : 219LBS.I ADI : 40Z. j AD2: 43.60Z. AD3 : 21.90Z.
8.) 5000 PSI j 3/4" I I c 1: 526 LBS. I FA I: 226 LBS. I AD I: 4 oz.1 AD2: 45. 1 oz. AD3 : 22.6 oz.
9.) 5000PSl j 3/8"1 j Cl: 560LBS. j FA1 : 240LBS. I AD1 : 4.50Z. j AD2: 480Z. AD3 : 240Z.
10.) 4000PSl l TREMIE l 3/4"1 IC1: 494LBS.j FA1 : 212LBS. j ADI: l.40Z. I AD3: 28.20Z. I AD4: 28.20Z.
11.) 4000PSJ jTREMIE l 3/8"1 ICl: 511 LBS. I FAI : 219LBS. j ADI: l.50Z. I AD3: 29.20Z. I AD4:.29.20Z.
12.) 5000PSl jTREMJE j3/4"1 I C1: 526LBS. I FAI : 226LBS. I AD1: l.50Z. 1AD3 : 30.IOZ. I AD4: 30.IOZ.
13.) 5000 PSI I TREMJE j 3/8"1 ICl: 543 LBS. I FAI: 233 LBS. I ADI: 1.6 oz. 1AD3: 31 oz. 1AD4 : 31 oz.
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14.) 4000 PSJI HP 1314"1 I C2: 439 LBS. I FAl: 146 LBS. I ADI: 3.5 OZ. I AD2: 58.5 OZ. J AD3: 23.4 OZ. j ADS: 384 oz. 15.) 5000PSJI HP l 3/4"1 IC2: 514LBS. I FAI: 171 LBS. t ADI: 4.20Z. I AD2: 70.50Z. I AD3: 28.20Z. I AD5: .
384 oz.
16.) 5000 PSI I HP 3/8"1 I C2: 533 LBS. I FAI: 177 LBS. I ADI: 4.4
384 oz.
J
oz. 1AD2: 73 OZ. AD3: 29.2 OZ. I ADS:
Director of Research and Materials
~r41-
RFMtay/wk
Attachments
C: District 4 Materials Engineer
R&M Job File
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