HomeMy WebLinkAboutCT 01-02; CALAVERA HILLS VILLAGE K; CONCRETE COMPRESSIVE STRENGTH TEST REPORT; 2003-09-18(1) McMillin Homes: Brad Robbin
(1) McMillin Homes:, Dave Shields
SOILS TESTING.
I
Southern California Soil and Testing, IeIN
6280 Riverdale Street, P. 0. Box 600627, San Diego, CA 9210 (E
Concrete Compressive Strength Test Report
Cr 01-02
SEF 3 o a003
File Number:
Project Title:
Project Location:
Architect:
Engineer:
Contractor:
0312305
Montara - Model
3563 Rock Ridge Road
McMillin Homes/El Dorado Concrete
Permit No: CB031050
Plan File No:
Location In Structure:
Material Supplier:
Mix Designation:
Admixture(s):
Time in Mixer:
Air Content:
Air Temp:
Truck Number:
Samples Made By:
Lot 8 - House slab: left rear section
Superior Ready Mix'
35P
Pozz
50 Mins. , Slump Inches:
% Unit Weight, pcf
78 o Concrete Temp:
390 Ticket Number:
TRS Samples Tested By:
4
85
245366
CN
Laboratory Number: 0175
Mark: 8
0176 0177
Date Made: 08/19/03 08/19/03
Date Received 08/20/03 ' 08/20/03
Date Tested ' 08/26/03 09/16/03 09/16/03
Diameter, Inches 6.00
Area, Square Inches 28.27
Maximum Load, Pounds 73,250 89,250 94,000
Compressive Strength, psi 2,590 '3,160 3,330
Age Tested, Days ' ' 7 28 28
Required 28 Day Strength, psi 2,500 2,500
Fracture Type
Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the
applicable ASTM C39 standards.
This agency makes no other warranties express or implied.
Legend: Fracture Type - Cone =C; Cone and Split CS; Cone and Shear =CSH; Shear = 5; Columnar = CL
Distribution: Reviewed By:
9/18/2003
SOIL A TESTING. I.E.
Qc Southern California Soil and Testing, Inc.
(4sT Z6280 Riverdale Street, P. 0. Box 600627, San Diego, CA 92160 (619) 280-4321
Concrete Compressive strengtn I est Ke
File Number:
Project Title:
Project Location
Architect:
Engineer:
Contractor:
Location In Structure:
Material Supplier:
Mix Designation:
Admixture(s):
Time in Mixer:
Air Content:
Air Temp:
Truck Number:
Samples Made By:
0312305
Montara - Model
3565 Rock Ridge Road
McMillin Homes/El Dorado Concrete
Lot 7 - House slab: rear center section
Superior Ready Mix
35P
Pozz
50 Mins.
%
76
396
TRS
Permit No: CB031045
Plan File No:
Slump Inches: 4.50
Unit Weight, pcf
Concrete Temp: 82 0
Ticket Number: 245353
Samples Tested By: CN
Laboratory Number:
Mark: 7
0172 0173 0174
Date Made: 08/19/03 08/19/03
Date Received 08/20/03 08/20/03
Date Tested 08/26/03 09/16/03 09/16/03
Diameter, Inches 6.00
Area, Square Inches 28.27
Maximum Load, Pounds 70,000 86,000 87,250
Compressive Strength, psi 2,480 3,040 3,090
Age Tested, Days 7 28 28
Required 28 Day Strength, psi 2,500 2,500
Fracture Type
Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the
applicable ASTM C39 standards.
This agency makes no other warranties express or implied.
Legend: Fracture Type - Cone =C; Cone and Split CS; Cone and Shear =CSH; Shear = S; Columnar = CL
Distribution:
(1) McMillin Homes: Brad Robbin
(1) McMillin Homes: Dave Shields
(1 ' City of Carlsbad
Reviewed By:
Gordon I Woodard, ITLTi!I
9/18/2003
4 SOIL S TISYISS. •9L.
Southern California Soil and Testing, Inc.
&~6280 Riverdale Street, P. 0. Box 600627, San Diego, CA 92160 (619) 280-4321 IS
Concrete ComDressive Strenqth test
File Number:
Project Title:
Project Location
Architect:
Engineer:
Contractor:
0312305
Montara - Model
3567 Rock Ridge Road
McMillin Homes/El Dorado Concrete
Permit No: CB031048
Plan File No:
Location In Structure:
Material Supplier:
Mix Designation:
Admixture(s):
Time in Mixer:
Air Content:
Air Temp:
Truck Number:
Samples Made By:
Lot 6 - House slab: front section left side
Superior Ready Mix.
35P
Pozz
60 Mins. Slump Inches:
% Unit Weight, pcf
70 Concrete Temp:
390 Ticket Number:
IRS Samples Tested By:
5.00
76
245329
CN
Laboratory Number:
Mark: 6
0169 0170 0171
Date Made: 08/19/03 08/19/03
Date Received 08/20/03 . 08/20/03
Date Tested 08/26/03 09/16/03 09/16/03
Diameter, Inches 6.00
Area, Square Inches 28.27
Maximum Load, Pounds 67,000 84,250 85,000
Compressive Strength, psi 2,370 .2,980 3,010
Age Tested, Days 7 28 28
Required 28 Day Strength, psi 2,500 2,500
Fracture Type
Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the
applicable ASTM C39 standards.
This agency makes no other warranties express or implied.
Legend: Fracture Type - Cone =C; Cone and Split =CS; Cone and Shear =CSH; Shear = S; Columnar = CL
Distribution: Reviewed By:
(1) McMillin Homes: Brad Robbin
(1) McMillin Homes: Dave Shields
(1) City of Carlsbad
9/18/2003