4232 Blackhawk Rd - Concrete Mix DesignsTransmittal
DATE:March 18, 2014
TO:Harriss ArchitectsFROM:Stonebridge Construction
515 Washington Ave. N 15734 Foliage Avenue
Suite 200C Apple Valley, MN 55124
Minneapolis, MN 55401
Attn:George JohnsonProject:Eagan Pointe Senior Living
Project #:1220
RE:Submittals
The following submittals are attached for your review.
Submittal #
Description Submitting
Company
Date
SubmittedDate Due
Date
Returned
002 Concrete Mix DesignsKiffmeyer 03/21/14 03/26/14
Comments
I put a rush on these. Let me know if that is a problem.
Thanks
If you have any questions please contact me.
Matthew Currie
Project Manager
Stonebridge Construction, Inc.
952.431.5700
mcurrie@stonebridgecommunities.com
Dispatch (952) 997-9100
Sales (952) 997-9143
Project:
Location:
Date:March 18, 2014
Contractor:Sales Reps:Jeff Hartwig
Attention:
Quality Control:Josh Edwards, P.E.
Peter Fischer
MIX DESIGNATIONMIX #1
1 -
2 -
5 -
3 -
4 -
(1)
(2)
(3)
(4)
(5)
A.
B.
C.
D.
All aggregate weights are saturated surface dry (SSD)
Batch water and fine aggregate content to be adjusted for aggregate absorption and moisture content to maintain
specified yield
Air entraining agent dosage to be adjusted for field and batching conditions to maintain the specified air content if air
entraining is used
Plasticizer dosage to be adjusted for field and batching conditions to maintain the desired slump
ASTM: C150 Type I/II
ASTM: C 618 Class C
ASTM: C 33
ASTM: C 33
ASTM: C 494, TYPE A, B, D
NOTES:
SLUMP 4-5 INCH
AIR CONTENT (CALCULATED)2.00%
BATCH MATERIALS:
COARSE AGGREGATE (3/4" - #4)1800
WATER - LBS.255
WATER CEMENT RATIO0.58
FLYASH - LBS.100
WATER REDUCER - OZ.13
FINE AGGREGATE - LBS.1557
AIR CONTENT
DESIGN MIX
CEMENT - LBS.340
PLACEMENT LOCATIONFOOTINGS
COARSE AGGREGATE SIZE (MAX)3/4" - #4
SLUMP 4-5 INCH
3000 PSI AT 28 DAYS
COMPRESSIVE STRENGTH - 28 DAYS3000 PSI
KIFFMEYER INC.
Paul Ackerman
CONCRETE MIX DESIGN
AVR, Inc.
14698 Galaxie Avenue
Apple Valley, MN 55124
EAGAN POINT
Eagan, Minnesota
39
Dispatch (952) 997-9100
Sales (952) 997-9143
Project:
Location:
Date:March 18, 2014
Contractor:Sales Reps:Jeff Hartwig
Attention:
Quality Control:Josh Edwards, P.E.
Peter Fischer
MIX DESIGNATIONMIX #2
1 -
2 -
5 -
3 -
4 -
(1)
(2)
(3)
(4)
(5)
A.
B.
C.
D.
All aggregate weights are saturated surface dry (SSD)
Batch water and fine aggregate content to be adjusted for aggregate absorption and moisture content to maintain
specified yield
Air entraining agent dosage to be adjusted for field and batching conditions to maintain the specified air content
if air entraining is used
Plasticizer dosage to be adjusted for field and batching conditions to maintain the desired slump
ASTM: C150 Type I/II
ASTM: C 618 Class C
ASTM: C 33
ASTM: C 33
ASTM: C 494, TYPE A, F
NOTES:
SLUMP 5-7 INCH
AIR CONTENT (CALCULATED)2.50%
BATCH MATERIALS:
COARSE AGGREGATE (3/4" - #4)1770
WATER - LBS.282
WATER CEMENT RATIO0.50
FLYASH - LBS.0
MID-RANGE WATER REDUCER - OZ.23
FINE AGGREGATE - LBS.1430
AIR CONTENT
DESIGN MIX
CEMENT - LBS.564
PLACEMENT LOCATIONINTERIOR SLAB ON GRADE
COARSE AGGREGATE SIZE (MAX)3/4" - #4
SLUMP 5-7 INCH
4000 PSI AT 28 DAYS
COMPRESSIVE STRENGTH - 28 DAYS4000 PSI
KIFFMEYER INC.
Paul Ackerman
CONCRETE MIX DESIGN
AVR, Inc.
14698 Galaxie Avenue
Apple Valley, MN 55124
EAGAN POINT
Eagan, Minnesota
843
Dispatch (952) 997-9100
Sales (952) 997-9143
Project:
Location:
Date:March 18, 2014
Contractor:Sales Reps:Jeff Hartwig
Attention:
Quality Control:Josh Edwards, P.E.
Peter Fischer
MIX DESIGNATIONMIX #3
1 -
2 -
5 -
6 -
3 -
4 -
(1)
(2)
(3)
(4)
(5)
(6)
A.
B.
C.
D.
CONCRETE MIX DESIGN
EAGAN POINT
Eagan, Minnesota
KIFFMEYER INC.
AVR, Inc.
14698 Galaxie Avenue
Apple Valley, MN 55124
Paul Ackerman
4000 PSI AT 28 DAYS
COMPRESSIVE STRENGTH - 28 DAYS4000 PSI
PLACEMENT LOCATIONEXTERIOR
COARSE AGGREGATE SIZE (MAX)3/4" - #4
SLUMP 4-5 INCH
AIR CONTENT6.5% ± 1.5%
DESIGN MIX
CEMENT - LBS.564
FLYASH - LBS.0
MID-RANGE WATER REDUCER - OZ.23
AIR ENTRAINMENT - OZ.6
FINE AGGREGATE - LBS.1376
COARSE AGGREGATE (3/4" - #4)1731
WATER - LBS.254
WATER CEMENT RATIO0.45
SLUMP 4-5 INCH
AIR CONTENT (CALCULATED)6.50%
BATCH MATERIALS:
ASTM: C150 Type I/II
ASTM: C 618 Class C
Batch water and fine aggregate content to be adjusted for aggregate absorption and moisture content to maintain
specified yield
Air entraining agent dosage to be adjusted for field and batching conditions to maintain the specified air content
if air entraining is used.
Plasticizer dosage to be adjusted for field and batching conditions to maintain the desired slump
ASTM: C 33
ASTM: C 33
ASTM: C 494, TYPE A & F
ASTM: C 260
NOTES:
All aggregate weights are saturated surface dry (SSD)
842
Dispatch (952) 997-9100
Sales (952) 997-9143
Project:
Location:
Date:March 18, 2014
Contractor:Sales Reps:Jeff Hartwig
Attention:
Quality Control:Josh Edwards, P.E.
Peter Fischer
MIX DESIGNATIONMIX #4
1 -
2 -
5 -
6 -
3 -
4 -
(1)
(2)
(3)
(4)
(5)
(6)
A.
B.
C.
D.
CONCRETE MIX DESIGN
EAGAN POINT
Eagan, Minnesota
KIFFMEYER INC.
AVR, Inc.
14698 Galaxie Avenue
Apple Valley, MN 55124
Paul Ackerman
3000 PSI AT 28 DAYS
COMPRESSIVE STRENGTH - 28 DAYS3000 PSI
PLACEMENT LOCATIONCOREFILL
COARSE AGGREGATE SIZE (MAX)3/8" - #8
SLUMP 6-8 INCH
AIR CONTENT
DESIGN MIX
CEMENT - LBS.410
FLYASH - LBS.100
WATER REDUCER - OZ.20
AIR ENTRAINMENT - OZ.0
FINE AGGREGATE - LBS.1400
COARSE AGGREGATE (3/8" - #8)1800
WATER - LBS.285
WATER CEMENT RATIO0.56
SLUMP 6-8 INCH
AIR CONTENT (CALCULATED)2.00%
BATCH MATERIALS:
ASTM: C150 Type I/II
ASTM: C 618 Class C
Batch water and fine aggregate content to be adjusted for aggregate absorption and moisture content to maintain
specified yield
Air entraining agent dosage to be adjusted for field and batching conditions to maintain the specified air content
if air entraining is used.
Plasticizer dosage to be adjusted for field and batching conditions to maintain the desired slump
ASTM: C 33
ASTM: C 33
ASTM: C 494, TYPE A, B, D
ASTM: C 260
NOTES:
All aggregate weights are saturated surface dry (SSD)
59