•
Charles D. Baker. Governor Karyn E. Polito, Lieutenant Governor Stephanie Pollack, Secretary & CEO Frank DePaola. Administrator
•
~JJ!!l!l~~ll.QI
~~ighway
Division
March 3, 201S
Mr. Walter J. Staples
Technical Director
Boston Sand & Gravel Co.
100 N Washington Street 2nd Floor
Boston, MA 02114
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: BOSTON SAND AND GRAVEL (PLANT 3)- BOSTON, MA Approved Cementitious & Mitigating Materials:
C I: TYPE I I II HOLCIM - HOLLY HILL, SC; C2: TYPE SF LAF ARGE- ST CONSTANT, QC, CA;
SLAG: TYPE I 00 HOLCIM GRANCEM- CAMDEN, NJ
Approved Aggregates:
FINE: OSSIPEE AGGREGATES - OSSIPEE, NH; 3/8": AGGREGATE INDUSTRIES SWAMPSCOTT, MA; 3/4": AGGREGATE INDUSTRIES - SWAMPSCOTT, MA; I.S":
AGGREGATE INDUSTRIES - SWAMP SCOTT, MA
Approved Admixtures:
AD1: TYPE C260 BASF - MASTER AIR AE 200; AD2: TYPE A,B,D BASF - MASTER
POZZOLITH 700; AD3: TYPE B,D BASF - MASTER SET R 100; AD4: TYPE A,F BASF ­
MASTER GLENIUM 7SOO; ADS: TYPE C BASF - MASTER LIFE CI 30; AD6: TYPE A,F BASF ­
MASTER POL YHEED I 02S
Approved Mix Designs:
1.) 3000 PSI; 3/4"; C 1: 312 LBS.; SLAG: 208 LBS.; ADI: 2.S OZ.; AD2: 1S.6 OZ.
2.) 4000 PSI ; 3/8" ; C 1: 429 LBS. ; SLAG: 286 LBS. ; AD I: 3.S OZ. ; AD2: 21.S OZ.
3.) 4000 PSI; 3/4"; Cl: 400 LBS.; SLAG: 26S LBS.; ADI: 3.S OZ.; AD2: 20 OZ.
4.) 4000 PSI; 3/4"; C1: 462 LBS.; SLAG: 198 LBS.; AD1: 3.S OZ.; AD2: 19.8 OZ.
S.) 4000 PSI; 3/4"; C1: 423 LBS.; SLAG: 227 LBS.; ADI: 3 OZ.; AD6: 3S.8 OZ.
6.) 4000 PSI; I.S"; C1: 403 LBS.; SLAG:· 217 LBS.; AD1: 2 OZ. ; AD6: 34.1 OZ.
7.) 4000 PSI ; HP; 3/4" ; C2: 427 LBS.; SLAG: ISS LBS. ; ADI: S OZ. ; AD3: IS.4 OZ. ; AD4:
34.9 OZ.; ADS: 384 OZ. 8.) 5000 PSI; HP; 3/8"; C2: 462 LBS.; SLAG: 248 LBS.; AD1: 4 OZ.; AD3: 16.7 OZ.; AD4: 28.4 OZ.; ADS: 384 OZ. Leading the Nation in Transportation Excellence
Four Hundred 0 Street. Boston, MA 021 I 0
Tel: 617-951-0590, TOO: 617-973-7306
www.mass.govjmassdot
9.) 5000 PSI; HP; 3/4"; C2: 445 LBS.; SLAG: 240 LBS.; AD!: 3 OZ.; AD3: 16.5 OZ.; AD4:
27.4 OZ.; ADS: 384 OZ.
4e
Director of Research and Materials
/.)1~
RFM /gp/wk
Attachments
C: District 4 & 6 Materials Engineer
R&M Job File
•IJ~IJ1i!~.f!29.I
.I~ghway
Charles D . Baker. Governor
Karyn E. Polito. Lieutenant Governor
Stephanie Pollack. Secretary & CEO
Frank DePaola. Administrator
Division
March 3 2015
Mr. Walter J. Staples
Technical Director
Boston Sand & Gravel Co.
100 N Washington Street 2nd Floor
Boston, MA 02114
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:
BOSTON SAND AND GRAVEL (PLANT 3)- BOSTON MA
Approved Cementitious & Mitigating Materials:
CJ: TYPE I I II HOLCIM -HOLLY HILL, SC; FA: TYPE F HEADWATERS RESOURCES­
SOMERSET, MA; FA: TYPE F ELEN POWER- TORREY ALDALIGA
Approved Aggregates:
FINE: OSSIPEE AGGREGATES- OSSIPEE, NH
Approved Admixtures:
NO ADMIXTURES IN MIX DESIGN
Approved Mix Designs:
1.) ;CDFTYPE JE,2E;CJ: 50LBS.;FAI: 250LBS.
2.) ;CDFTYPE 1,2;CJ: JOOLBS.;FAI: 250LBS.
3.) ; CDF TYPE 1,2; CJ: 150 LBS.; FA!: 250 LBS.
Director of Research and Materials
c~
w{;
RFM/gp/wk
Attachments
C: District 4 & 6 Materials Engineer
R&M Job File
leading the Nation in Transportation Excellence
Four Hundred 0 Street, Boston, MA 0211 0
Tel: 617-951-0590, TOO: 617-973-7306
www.mass.gov; massdot
•
Charles D. Baker, Governor Karyn E. Polito, Lieutenant Governor Stephanie Pollack, Secretary & CEO Frank DePaola, Administrator
•IJ.lYmf!~E2..9.I
I ~ighway
Division
March 3, 2015
Mr. Walter J. Staples
Technical Director
Boston Sand & Gravel Co.
100 N Washington Street 2nd Floor
Boston, MA 02114
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:
BOSTON SAND AND GRAVEL (PLANT 3)- BOSTON, MA
Approved Cementitious & Mitigating Materials:
CJ: TYPE I I II HOLCIM- HOLLY HILL, SC; C2: TYPE SF LAFARGE- ST CONSTANT, QC, CA; FA: TYPE F
HEADWATERS RESOURCES - SOMERSET, MA; FA: TYPE F ELEN POWER -, TORREY ALDALIGA; SLAG:
TYPE I 00 HOLCIM GRANCEM -CAMDEN, NJ
Approved Aggregates:
FINE: OSSIPEE AGGREGATES- OSSIPEE, NH; 3/8": AGGREGATE INDUSTRIES- SWAMPSCOTT, MA; 3/4":
AGGREGATE INDUSTRIES- SWAMPSCOTT, MA; 1.5'': AGGREGATE INDUSTRIES- SWAMPSCOTT, MA
Approved Admixtures:
AD I: TYPE C260 BASF - MASTER AIR AE 200; AD2: TYPE A,B,D BASF - MASTER POZZOLITH 700; AD3:
TYPE B,D BASF- MASTER SET R 100; AD4: TYPE A,F BASF- MASTER GLENIUM 7500; ADS: TYPE C BASF ·
MASTER LIFE CI 30; AD6: TYPE A,F BASF - MASTER POL YHEED I 025
Approved Mix Designs:
1.) 3000 PSI; 3/4"; CJ: 338 LBS.; FA!: 78 LBS.; SLAG: 104 LBS.; AD!: 4 OZ. ; AD2: 15.6 OZ. 2.) 3000 PSI; 1.5''; CJ: 312 LBS.; FA1: 72 LBS.; SLAG: 96 LBS.; AD1: 2.5 OZ.; AD2: 14.4 OZ. 3.) 3500 PSI; 1.5''; C1: 344 LBS.; FA1: 80 LBS.; SLAG: 106 LBS.; AD!: 2.7 OZ.; AD2: 15.9 OZ. 4.) 4000 PSI; 3/8"; CJ: 448 LBS.; FA1: 104 LBS.; SLAG: 138 LBS.; AD1: 5.3 OZ.; AD2: 20.7 OZ. 5.) 4000 PSI; 3/4"; CJ: 429 LBS.; FA1: 99 LBS.; SLAG: 132 LBS.; AD1: 6.8 OZ.; AD2: 19.8 OZ. 6.) 4000 PSI; 1.5''; CJ: 410 LBS.; FA 1: 95 LBS.; SLAG: 126 LBS.; AD1: 4 OZ.; AD2: 18.9 OZ. 7.) 4000 PSI; TREMIE; 3/8"; CJ: 520 LBS.; FA 1: 120 LBS.; SLAG: 160 LBS.; AD!: 3.5 OZ.; AD3: 32 OZ. 8.) 5000 PSI; TREMIE; 3/8"; C1: 553 LBS.; FA I: 127 LBS.; SLAG: 170 LBS.; AD!: 3.6 OZ.; AD3: 34 OZ. 9.) 4000 PSI; 3/8"; C1: 448 LBS.; FA!: 104 LBS.; SLAG: 138 LBS.; AD!: 2. 1 OZ.; AD6: 38 OZ. 10.) 4000 PSI; 3/4"; CJ: 520 LBS . ; FA1: 130 LBS.; AD!: 3 OZ.; AD6: 39 OZ. I 1.) 4000 PSI; 3/4"; Cl: 423 LBS.; FA!: 97 LBS.; SLAG: 130 LBS.; AD!: 3 OZ.; AD6: 35.8 OZ. Leading the Nation in Transportation Excellence
Four Hundred 0 Street, Boston, MA 021 I 0
Tel: 617-951-0590, TOO: 617-973-7306
www.mass.govjmassdot
12.) 4000PSI; l.S";C1: 400LBS.;FA1: 9SLBS.;SLAG: 12SLBS.;AD1: 1.60Z.;AD6:37.20Z. 13.) SOOO PSI; 3/4"; C1: 461 LBS.; FA1: 107 LBS.; SLAG: 142 LBS.; AD1: I OZ.; AD3: 14.2 OZ. ; AD4: 32 oz.
14.) 4000 PSI; HP; 3/4"; C2: 46S LBS.; FA1: 117 LBS.; AD1: 7.4 OZ.; AD3 : 1S.4 OZ.; AD4: 34.9 OZ. ; ADS: 384 oz. 1S.) SOOO PSI; HP; 3/8"; C2 : 462 LBS.; FA1: 106 LBS.; SLAG: 142 LBS.; ADI : S OZ.; AD3: 16.7 OZ. ; AD4: 28.4 OZ.; ADS: 384 OZ. 16.) SOOO PSI; HP; 3/4"; C2: 44S LBS.; FA1: 103 LBS.; SLAG: 137 LBS.; AD1: 8 OZ.; AD3: 16.S OZ. ; AD4: 27.4 OZ. ; ADS: 384 OZ. 4f
w
RFM /gp/wk
Attachments
C: District 4 & 6 Materials Engineer
R&M Job File
Director of Research and Materials
•
1}-Jf{!I.,E!-!f!..QI
Charles D. Baker; Governor Karyn E. Polito, Lieutenant Governor Stephanie Pollack, Secretary & CEO Frank DePaola. Adm in istrator •
~~ighway Division
March 3, 2015
Mr. Walter J. Staples
Technical Director
Boston Sand & Gravel Co.
I 00 N Washington Street 2nd Floor
Boston, MA 02114
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:
BOSTON SAND AND GRAVEL (PLANT 1) - BOSTON , MA
Approved Cementitious & Mitigating Materials:
C 1: TYPE I I II HOLCIM- HOLLY HILL, SC ; SLAG: TYPE 100 HOLCIM GRANCEM -CAMDEN, NJ
Approved Aggregates:
FINE: OSSIPEE AGGREGATES- OSSIPEE, NH; 3/8": AGGREGATE INDUSTRIES- SWAMPSCOTT, MA;
3/4": AGGREGATE INDUSTRIES - SWAMPSCOTT, MA; 1.5'': AGGREGATE INDUSTRIES ­
SWAMPSCOTT, MA
Approved Admixtures:
AD1: TYPE C260 BASF - MASTER AIR AE 200; AD2: TYPE A,B,D BASF - MASTER POZZOLITH 700·
AD6: TYPE A,F BASF - MASTER POL YHEED 1025
Approved Mix Designs:
1.) 3000 PSI; 3/4"; C1:
2.) 4000 PSI; 3/8"; C 1:
3.) 4000 PSI; 3/4"; C1:
4.) 4000 PSI; 3/4"; C1:
5.) 4000 PSI; 3/4"; C1:
6.) 4000 PSI; 1.5" ; C 1:
~~ ~re.
312
429
400
462
423
403
LBS.; SLAG:
LBS.; SLAG:
LBS.; SLAG:
LBS.; SLAG:
LBS. ; SLAG:
LBS. ; SLAG:
208
286
265
198
227
217
LBS. ; AD1:
LBS. ; AD1:
LBS.; AD1:
LBS.; AD1:
LBS. ;'AD1:
LBS.; AD1:
2.5 OZ.; AD2: 15.6 OZ.
3.5 OZ.; AD2: 21.5 OZ.
3.5 OZ.; AD2: 20 OZ.
3.5 OZ.; AD2: 19.8 OZ.
3 OZ.; AD6: 35.8 OZ.
2 OZ.; AD6: 34.1 OZ.
Director of Research and Materials
RFM/gp/wk
Attachments
C: District 4 & 6 Materials Engineer
R&M Job File
Leading the Nation in Transportation Excellence
Four Hundred 0 Street. Boston. MA 0211 0
Tel: 617·951 ·0590, TOO: 617-973-7306
www.mass.govj massdot
•
Charles D. Baker. Governor Karyn E. Polito. Lieutenant Governor Stephanie Pollack. Secretary & CEO Frank DePaola. Administrator
'}JJ!.!J..ifgQQI
~~ighway
•
Division
March 3, 2015
Mr. Walter J. Staples
Technical Director
Boston Sand & Gravel Co.
I 00 N Washington Street 2nd Floor
Boston, MA 02114
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:
BOSTON SAND AND GRAVEL (PLANT 1)- BOSTON, MA
Approved Cementitious & Mitigating Materials:
C I: TYPE I I II HOLCIM - HOLLY HILL, SC; FA: TYPE F HEADWATERS RESOURCES - SOMERSET, MA; FA:
TYPE F ELEN POWER- TORREY ALDALIGA; SLAG: TYPE I 00 HOLCIM GRANCEM -CAMDEN, NJ
Approved Aggregates:
FINE: OSSIPEE AGGREGATES - OSSIPEE, NH; 3/8": AGGREGATE INDUSTRIES - SWAMPSCOTT, MA; 3/4":
AGGREGATE INDUSTRIES- SWAMPSCOTT, MA; 1.5": AGGREGATE INDUSTRIES- SWAMPSCOTT, MA
Approved Admixtures:
ADI: TYPE C260 BASF- MASTER AIR AE 200; AD2: TYPE A,B,D BASF- MASTER POZZOLITH 700; AD3: TYPE
B,D BASF - MASTER SET R I 00; AD4: TYPE A,F BASF - MASTER GLENIUM 7500; AD6: TYPE A,F BASF - MASTER
POL YHEED I 025
Approved Mix Designs:
1.) 3000 PSI; 3/4"; C I: 338 LBS.; FA I: 78 LBS. ; SLAG: I 04 LBS.; ADI: 4 OZ.; AD2: 15.6 OZ. 2.) 3000PSI; 1.5";CI: 312LBS.;FAI: 72LBS.;SLAG: 96LBS.;ADI: 2.50Z.;AD2: 14.40Z. 3.) 3500PSI; 1.5";CI: 344LBS.;FAI: 80LBS.;SLAG: 106LBS.;ADI: 2.70Z.;AD2: 15.90Z. 4.) 4000 PSI; 3/8"; Cl: 448 LBS.; FA I: 104 LBS.; SLAG: 138 LBS.; AD!: 5.3 OZ.; AD2: 20.7 OZ. 5.) 4000 PSI; 3/4"; Cl: 429 LB~.; FA I: 99 LBS.; SLAG: 132 LBS.; ADI: 6.8 OZ.; AD2: 19.8 OZ. 6.) 4000 PSI; 1.5''; Cl: 410 LBS.; FA I: 95 LBS.; SLAG: 126 LBS.; AD!: 4 OZ.; AD2: 18.9 OZ. 7.) 4000 PSI; TREMIE; 3/8"; Cl: 520 LBS.; FA!: 120 LBS.; SLAG: 160 LBS.; AD!: 3.5 OZ.; AD3: 32 OZ. 8.) 5000 PSI; TREMIE; 3/8"; Cl: 553 LBS.; FA I: 127 LBS.; SLAG: 170 LBS.; ADI: 3.6 OZ.; AD3: 34 OZ. 9.) 4000 PSI; 3/8"; Cl: 448 LBS.; FA I: 104 LBS.; SLAG: 138 LBS.; AD!: 2.1 OZ.; AD6: 38 OZ. 10.) 4000 PSI; 3/4"; Cl: 520 LBS.; FAI: 130 LBS.; AD!: 3 OZ.; AD6: 39 OZ. II.) 4000 PSI; 3/4"; Cl: 423 LBS.; FAI: 97 LBS.; SLAG: 130 LBS.; ADI: 3 OZ.; AD6: 35.8 OZ. 12.) 4000 PSI; 1.5''; Cl: 400 LBS.; FAI: 95 LBS.; SLAG: 125 LBS.; ADI: 1.6 OZ.; AD6: 37.2 OZ. Leading the Nation in Transportation Excellence
Four Hundred D Street. Boston, MA 0211 0
Jel: 617-951-0590, TDD: 617-973-7306
www.mass.govjmassdot
13.)
14.)
15.)
16.)
5000 PSI; 3/4"; C1: 461 LBS.; FA1: 107 LBS.; SLAG: 142 LBS.; AD1: 1 OZ.; AD3: 14.2 OZ.; AD4: 32 OZ. CDF PSI ; CDF TYPE 1E, 2E ; C1: 50 LBS. ; FA 1: 250 LBS. CDF PSI; CDF TYPE 1,2; C1: 100 LBS.; FA 1: 250 LBS. CDFPSI;CDFTYPE 1,2;C1: 150LBS.;FA1: 250LBS. Director of Research and Materials
·R
RFM/~/wk Wi'f-<
Attachments
C: District 4 & 6 Materials Engineer
R&M Job File