HomeMy WebLinkAboutCT 01-02; CALAVERA HILLS VILLAGE K; CONCRETE COMPRESSIVE STRENGTH TEST REPORT; 2004-08-11File Number: 0312305
Project Title: Montara - Phase 3 - Lot 55
Project Location: 3571 Flat Rock Road
Architect: BP Associates
Engineer: Gouvis Engineering
Contractor: McMillin
A 3 UU4
C.
Permit No: CB041598
Plan File No:
cT 0V-O'2
SOIL TFSTING.
C Southern California Soil and Testing, Inc.
6280 Riverdale Street, P. 0. Box 600627, San Diego, CA j921-6
Concrete Compressive Strength Test Report
Location In Structure: Firewall Ftg
Material Supplier: Hanson
Mix Designation: 2533001
Admixture(s):
Time in Mixer: 35 Mins. Slump Inches: 2.75
Air Content: % Unit Weight, pcf
Air Temp: 66 0 Concrete Temp: 74 0
Truck Number: 405 Ticket Number: 676777
Samples Made By: PD Samples Tested By: CN
Laboratory Number: 1682
Mark: 55
1683 1684
Date Made: 07/09/04 Date Received 07/13/04 Date Tested 07/19/04 08/06/04 08/06/04
Diameter, Inches 6.00
Area, Square Inches 28.27
Maximum Load, Pounds 70,000 84,750 84,500 Compressive Strength, psi 2,480 3,000 2,990 Age Tested, Days 10 28 28
Required 28 Day Strength, psi 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:
(1) McMillin Homes: Brad Robbin
(1) McMillin Homes: Dave Shields
(1) City. of Carlsbad Edward C. rasoras, RCE # 44233
8/11/2004
Hc Southern California Soil and Testing Inc.
6280 Riverdale Street, P. 0. Box 600627, San Diego, CA 92160 (619) 280-4321
Concrete Compressive Strengtii I est Keport
File Number: 0312305
Project Title: Montara - Phase 3 - Lot 54
Project Location: 3575 Flat Rock Road
Architect: BP Associates
Engineer: Gouvis Engineering Permit No: CB041607
Contractor: McMillin Holmes Plan File No:_______________
Location In Structure: Right Third SOG - Lot 54
Material Supplier: Hanson
Mix Designation: 2533001
Admixture(s):
Time in Mixer: 70 Mins. Slump Inches: 5.00
Air Content: % Unit Weight, pcf
Air Temp: 68 ° Concrete Temp: 74 0
Truck Number: 388 Ticket Number: 676818
Samples Made By: PD SamplesTestedBy: CN
Laboratory Number: 1679
Mark: 54
.1680 1681
Date Made: 07/09/04
Date Received . 07/13/04
Date Tested 07/19/04 08/06/04 08/06/04
Diameter, Inches 6.00
Area, Square Inches 28.27
Maximum Load, Pounds 80,500 95,250 96,250
Compressive Strength, psi 2,850 3,370 3,400
Age Tested, Days 10 28 28
Required 28 Day Strength, psi 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: I
(1) McMillin Homes: Brad Robbin
(1) McMillin Homes: Dave Shields
(1) City of Carlsbad Edward C. Trasoras, RCE # 44233
8/11/2004
71
j Southern California Soil and Testing, Inc.
36280 Riverdale Street, P. 0. Box 600627, San Diego, CA 92160 (619) 280-4321
'oncrete Lompressuve btrengtn lest Ke
File Number:
Project Title:
Project Location:
Architect:
Engineer:
Contractor:
0312305
Montara - Phase 3 - Lot 58
3559 Flat Rock Road
BP Associates
Gouvis Engineering
McMillin Homes
Permit No: CB04 1608
Plan File No: Carlsbad
Location In Structure:
Material Supplier:
Mix Designation:
Admixture(s):
Time in Mixer:
Air Content:
Air Temp:
Truck Number:
Samples Made By:
Right third SOG - Lot 58
Hanson
2533001
45 Mins.
%
83°
405
PD
Slump Inches:
Unit Weight, pcf
Concrete .Temp:
Ticket Number:
Samples Tested By:
5.00
79
677202
CN
Laboratory Number: .
Mark: 58
1691 1692 1693
Date Made: . 07/09/04
Date Received 07/13/04
Date Tested 07/19/04 08/06/04 08/06/04
Diameter, Inches 6.00
Area, Square Inches 28.27
Maximum Load, Pounds 83,000 95,500 97,250
Compressive Strength, psi 2,940 3,380 3,440
Age Tested, Days . 10 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:
Homes:(1) McMillin
Brad Robbin
(1) McMillin Dave Shields . :AL - (1) City of Carlsbad Edward . Trasoras, RCE # 44233
- 8/11/2004
Q Southern California Soil and Testing Inc.
: Z6280 Riverdale Street, P. 0. Box 600627, San Diego, CA 92160 (619) 280-4321
Concrete Compressive Strength lest Keport
File Number: 0312305
Project Title: Montara - Phase 3 - Lot 57
Project Location: 3563 Flat Rock Road
Architect: BP Associates
Engineer: Gouvis Engineering Permit No: CB041601
Contractor: McMillin Homes Plan File No: Carlsbad
Location In Structure:
Material Supplier:
Mix Designation:
Admixture(s):
Time in Mixer:
Air Content:
Air Temp:
Truck Number:
Samples Made By:
Left Front SO - Lot 57
Hanson
2533001
70 Mins.
%
81
485
PD
Slump Inches: -
Unit Weight, pcf
Concrete Temp:
Ticket Number:
Samples Tested By:
alU
77 0
677042
CN
Laboratory Number: 1688
Mark: 57
1689 1690
Date Made: 07/09/04 Date Received 07/13/04 Date Tested 07/19/04 08/06/04 08/06/04 Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 77,750 90,000 92,250 Compressive Strength, psi 2,730 3,180 3,260 Age Tested, Days 10 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
8/11/2004
C Southern California Soil and Testing, Inc.
(316280 Riverdale Street, P. 0. Box 600627, San Diego, CA 92160 (619) 280-4321
Concrete Compressive Strength Test Report *
File Number:
Project Title:
Project Location
Architect:
Engineer:
Contractor:
0312305
Montara - Phase 3 - Lot 56
3569 Flat Rock Rd
BP Associates
Gouvis Engineering Permit No: CB041606
McMillin Plan File No: Carlsbad
Location In Structure:
Material Supplier:
Mix Designation:
Admixture(s):
Time in Mixer:
Air Content:
Air Temp:
Truck Number:
Samples Made By:
Left third SOG - Lot 56
Hanson
2533001
60 Mins..
%
79 0
510
PD
Slump Inches:
Unit Weight, pcf
Concrete Temp:
Ticket Number:
Samples Tested By:
4.50
77 0
677021
CN
Laboratory Number: 1685
Mark: 56
1686 1687
Date Made: 07/09/04 Date Received 07/13/04
Date Tested 07/19/04 08/06/04 08/06/04 Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 79,500 98,750 95,750 Compressive Strength, psi 2,810 3,490 3,390 Age Tested, Days 10 28 28 Required 28 Day Strength, psi 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:
Edward C. Trasoras, RCE # 44233
TT7 8/11/2004
SOIL S TESTING. c SOUTHERN CALIFORNIA SOIL & TESTING, INC. : & 6280 RIVERDALE STREET, POST OFFICE BOX 600627, SAN DIEGO, CA 92160-0627
Phone (619) 280-4321. FAX (619) 280-4717
SCS&T FILE
P.O.NO.:
I c j2( PL NC FIX PAGE OF
FIELD INSPECTION REPORT FOR: El REINFORCED CONCRETE LJREINFORCED MASONRY DWELDING []FIREPROOFING
0 Q.C. CONCRETE ROOFING/WATERPROOFING El P.T. CONCRETE/STRESPDXY ANCHORS D H.S. BOLTING 0
PROJECT TITLE: PHASE DSA FILE NO.: I DSA APP. NO.:
PROJECT PERMIT NO.: PLAN FILE NO.:
ARCHITECT: ENGINEER:
GENERAL CONTRACTOR: SUB CONTRACTOR:
LOCATION OF WORK INSPECTED:
MATERIAL CLASSIFICATION:
- /
DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED:
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UBC I hereby certify that I have inspected the above reported work. Unless noted
otherwise, the worked to the best of my knowledge in compliance with th&
approved plans, specifi s nd applicable sections of the governing building laws
Inspector Initials
.
DSA I hereby certify tht 11have (nspected the above reported work in accordance with the j4 requirements of the DSA approved documents. Sampling and testing were conducted in
accordance with the requirements of the DSA approved documents. The work inspected
complies with the DSA approved documents.
Yes:._.__. No:_..._._. Inspector Initials:
AT
signature authorizes the above work.
REGISTRATION Nd. -
5 $011 S VSSTINO, tac.
S SOUTHERN CALIFORNIA SOIL & TESTING, INC.
6280 RIVERDALE STREET, POST OFFICE BOX 600627, SAN DIEGO, CA 92160-0627
Phone(619) 280-4321, FAX (619) 280-4717
SCS&T FILE NO. --- 23Q_
P.O. NO.: 1
I C PL I J NC FIX PAGE 1 OF /
FIELD INSPEtrION REPORT FOR: 0 REINFORCED CONCRETE DREINFORCED MASONRY OWELDING LIFIREPROOFING
El Q.C. CONCRETE 0 ROOFING/WATERPROOFING El P.T. CONCRETE/STRESS 'EPDXY ANCHORS fl H.S. BOLTING El
PROJECT TITLE: PHASE #: DSA FILE NO.: DSA APP. NO.:
PROJECT ADDRESS: /' 3 PERMIT NO.: PLAN FILE NO.:
ARCHITECT: AII ENGINEER:
GENERAL CONTRACTOR: \\ /J SUB CONTRA CTOR
(fe) LOCATION OF WORK INSPECTED:
foLki
MATERIAL CLASSIFICATION: p( s-a P ex
DATE: (
,
DESCRIPTION OF WO K INSPECTED: TIME ARRIVED: 4 flu TIME DEPARTED: q Ot
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otherwise, the work inspected is to the best of my knowledge in compliance with the
UBC I hereby certify that I have inspected the above reported work. Unless noted
*RINTENDENTS DSA I hereby certify that I have inspected the above reported work in accordance with the
GISTRATION No.
approved plans, specifications and applicable sections of the governing building laws.ru
Inspector Initials S
GNATuRE -- DATE requirements of the DSA approved documents. Sampling and testing were conducted in
accordance with the requirements of the DSA approved documents. The work inspected*signature authorizes the above work.
complies with the DSA approved documents.
Yes:_.... No:_.... Inspector Initials:
13306
SOUTHERN CALIFORNIA SOIL & TESTING, INC.
6280 RIVERDALE STREET, POST OFFICE BOX 600627, SAN DIEGO, CA 92160-0627
Phone (619) 280-4321, FAX (619) 280-4717
SCS&T FILE NO. 4Iq 345-- ______
P.O.NO.:
I C 1771 1 PL 1 1 1 NC I I FIX 1 1 PAGE / OF I
FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE []REINFORCED MASONRY OWELDING DFIREPROOFING
El Q.C. CONCRETE 0 ROOFING/WATERPROOFING,'P.T. CONCRETE/STRESSEJ EPDXY ANCHORS 0 H.S. BOLTING 0
PROJECT TITLE:
,4./iyr;'4eJ PHE #: DSA FILE NO. DSA APP. NO.:
PROJECT ADDRESS* 44 PERMIT NOcP PLAN
ARCHITECT: ENGINEER:
GENERAL CONTRAC,r: '4U'cj SUB CONTRACTOR:
LOCATION OF WORK INSPECTED: ,44 ,L47
MATERIAL CLASSIFICATION:
DATE (J,,4J) DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED:
100 7p1J / C 7O
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UBC I hereby certify that I have inspected the above reported work. Unless noted \_I otherwise, the work inscted is to the best or my knowledge in compliance with the 4',- r 'k approved plans, specns and applicable sections of the governing building laws. REGISTRATION No. Inspector Initials
DSA I hereby certify4Nt I have inspected the above reported work in accordance with the SU AT, N SIGNATURE DATE requirements of the DSA approved documents. Sampling and testing were conducted in
accordance with the requirements of the DSA approved documents. The work inspected signature authorizes the above work.
complies with the DSA approved documents.
Yes:.... No:..... Inspector Initials:
( 15748
( SOIL S tOOTING. SC
S SOUTHERN CALIFORNIA SOIL & TESTING, INC.
6280 RIVERDALE STREET, POST OFFICE BOX 600627, SAN DIEGO, CA 92160-0627
Phone (619) 280-4321, FAX (619) 280-4717
SCS&T FILE NO.Q32-3b
P.O. NO.:
I C PL INC I I FIX PAGE OFf
FIELD INSPECTION REPORT FOR: D REINFORCED CONCRETE []REINFORCED MASONRY DWELDING []FIREPROOFING
0 Q.C. CONCRETE 0 ROOFING/WATERPROOFING E2:f6 TRESSD EPDXY ANCHORS 0 H.S. BOLTING 0
PROJECT TITLE: PHSE DSA FILE NO.: DSA APP. NO.:
PROJECT ADDRESS: 6' /Lo) PERMIT NO.: SçcLAaFPLAN FILE NO.:
ARCHITECT: qGF A ENGINEER: (C.JV 1-6 E GENERAL CONTRACTOR:MCJ M I C j ) Io-16s SUBCONTRACTOR: L. CO,)cJ2iTE LOCATION OF WORK INSPECTED: L' ( F) — MATERIAL CLASSIFICATION: / (O 4 ç, j.ft4
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UBC I hereby certify that I have inspected the above reported work. Unless noted
otherwise, the work inspected is to the best of my knowledge in compliance with thq'
approved plans, specificat.id applicable sections of the governing building laws.
Inspector Initials I L__' ( DSA I hereby certify that I have inspected the above reported work in accordance with the
requirements of the DSA approved documents. Sampling and testing were conducted in
accordance with the requirements of the DSA approved documents. The work inspect
complies with the DSA approved documents.
Yes:.... No: Inspector Initials:
GNA REGiStRATiØNNo
. 7 /7/
PE DENTS SIGNATURE D/E* --
'sign authorizes the above work.
--
( (__ 17657
4 SOIL S flSllUo. INC.
SOUTHERN CALIFORNIA SOIL & TESTING, INC. ri 6280 RJVERDALE STREET, POST OFFICE BOX 600627, SAN DIEGO, CA 92160-0627
Phone (619) 280-4321, FAX (619) 280-4717
SCS&T FILE NO.__Q ___
P.O. NO.:
I C PL NC FIX PAGE ' OF
FIELD INSPECTION REPORT FOR: El REINFORCED CONCRETE DREINFORCED MASONRY
El Q.C. CONCRETE 0 ROOFING/WATERPROOFING 0 P.T. CONCRETE/STRESSPDXY ANCHORS
DWELDING OFIREPROOFING
0 H.S. BOLTING 0
PROJECT TITLE: PHASE f: DSA FILE NO.:
— DSA APP. NO.:
PROJECT ADDRESS:
s__Lr,iJ
PERMIT NO.: PLAN FILE NO.:
ARCHITECT: . ENGINEER:
GENERAL CONTRACTOR: SUB CONTRACTOR:
LOCATION OF WORK INSPECTED:
Lr -r S
MATERIAL CLASSIFICATION:
A%Oqft
DATE: DESCRIPTION OF WORK INSPECTED: TIME ARRIVED:019co TIME DEPARTED: .1.0
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UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the
approved plans, specifications and applicable sections of the governing building laws.
Inspector Initials
DSA I hereby certify that I have inspected the above reported work in accordance with the
requirements of the DSA approved documents. Sampling and testing were conducted in
accordance with the requirements of the DSA approved documents. The work inspected
complies with the DSA approved documents.
Yes:. No:_.. Inspector Initials:
REGISTRATJNNO/
TENDENTS SIGNATURE E
-signature authorizes the above work.
-
15820
SOUTHERN CALIFORNIA SOIL & TESTING, INC.
6280 RIVERDALE STREET, POST OFFICE BOX 600627, SAN DIEGO, CA 92160-0627
Phone (619) 280-4321, FAX (619) 280-4717
SCS&T FILE NO. 03 \ 2-3 C6
P.O. NO.:
r I < I I PL I NC I J FIX PAGE 1 OF
FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE DREINFORCED MASONRY
Q.C. CONCRETE El ROOFING/WATERPROOFING El P.T. CONCRETE/STRESS El EPDXY ANCHORS
[-]WELDING []FIREPROOFING
EIH.S.BOLTING 0
PROJECT TITLE: y1v,O ,j
,e .A
PHASE #: DSA FILE NO.: DSA APP. NO.:
PROJECT ADDRESS: CT PERMIT NO.: PLAN FILE NO.:
L5IYU ARCHITECT: ENGINEER: ot cn-j
GENERAL CONTRACTOR: ,Vl/l
SUB CONTRACTOR:
LOCATION OF WORK INSPECTED:
MATERIAL CLASSIFICATION: !
DATE: I DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TOO TIME DEPARTED:
C)k) 5 97- UV C L Wj
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UBC I hereby certify that I have inspected the above reported work. Unless noted
otherwise, the work inspected is to the best of my knowledge in compliance with the
approved plans, spe i
Inspector Initials
and applicable sections of the governing building laws.'R~VEGI
I hereby certify that I have inspected the above reported work in accordance with the
requirements of the DSA approved documents. Sampling and testing were conducted in
accordance with the requirements of the DSA approved documents. The work inspected
complies with the DSA approved documents.
Yes: No:...... Inspector Initials:
__MDSA
/ .--- 9
_
:~ W 1RATf NO.
SUPERINTEND NTS SIGAT.i9t -- -
*signature authorizes the a 'worIc.