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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: J,L2V/ - 2iOT7 -/ fW/72E Z 3 IL ( (9 If . 3570 II 1/ L M74r 7-? b '74' it c4-O ,1 /94(2 3 1d 5 / 4 ii 1 t /11 Aj //4 1' rn4 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 LôF 'ac. — gvJe9 rzc ____ ic: I Crnj'1 ( L C.\ 12, •. . fO I 1I 1 —1 1 I 2t1 A-W\)-fr ________ • 350 35r 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 Id r 4,7 Pt 13OJh,c)S /Ai°e' vJ2r,2/41W,d ,4S 7 fjWlec/ C48/&. /,ec,M,- hzk-'J ihvrf* 14?e fr't 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 Cicr /19S.Thn ( RIJIoRc,( TL DATE: T 7/24c DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: O(cc ((c(J I ib$) COffl3 0cvs cToJ biic (ix6T TH i3GL FA-'\)Lc/ A Ye L I 1') PoF T to i .S O\- c4ZAL af LoF p) (ZTD bçS LIE 29 `1an FL cxk ST-. Cc1ô4IG o4 L4 0 1bQP_ I i(,Ed UR 3 S6,q on 4çq 3 ( / ,[,( 7fl, tC \' 15 OT7PJ /c cuJ ic o =kA uuiur P1 (A EQL /• J(cu j (72fl Gp.J CA Yfl v'i ç 7j L! ,t4 R 1 J T7i ) a60 /t UZ C LF R n St L )Ps UZ& S 1, cY L4c, (i) S T OJ F6R 6110 H 147TT TtA.S El 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 flk iTp-.-ertoü C Pi ye- 12 7/h. ' LT-• /9L..I_ p .) .• 7J .. 41 . L 0,-9 Lr '' t Lrc-. Fiji - i i— t-D r S•,'3 Ø- .EP .A i... 172o .1 ' ,- c i/e M C>Li Z. Pqa 1Z .4'r1+ 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 ))I( 5L.LvtP 15 T\P '5b rJuT'r1wtE LJLfl flOCI* (13 P.E. R 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.