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HomeMy WebLinkAboutCT 05-03; LINCOLN & OAK MIXED USE; MORTAR CYLINDER TESTS;Crc'5.o REPORT OF MORTAR CYLINDER TEST Nova Engineering &Environmental RepoilDate':.2/1.0/12 Project Number: 10110711.0H Report Number: 7084 Project: LINCOLN & OAK MIXED USE Client: LAGACY BUILDING SERVICES Address: 3112 LINCOLN ST CARLSBAD Attn: FIELD TEST CONDITIONS AND RESULTS Date Placed: 1/12/2012 Time Sampled: Locätioflof SámIe: Supplier SPEC. MIX Truck Number: Ticket Number Mix NUmber: TYPE S Design Strength ` 2000 Time Batched: :10 Time Placed: Batch Size: Specimen Size: Flow Rate: Air Content: Mortar Temp: 71 Ambient Temp:. 66 Water Cohteñt: Technician: TP .1. . .. ...................... TeSt Percent of Curing Specimen Date Age Load Diameter Area Strength Design Method 7084-A 1/19/2012 7 9450 2.00 .3.14 3010 151% 4 7084-B 2/9/2012 28 14840 2.00 3.14 4720 236% 3 7084-C 2/9/2012 . 28 1.4510 2.00 3.14 4620 231% 3 7084-.D H Remarks:?E.t1 #G10011 Copies to: Reported, by: - REPORT OF MORTAR CYLINDER TEST Nova Engineering &..Environmental Report Date:.2/6/12 Project.Number: 101 Io71.000 Report Number: 7040 Project: LINCOLN & OAK MIXED USE Client! LAGACY BUILDING SERVICES Address: 3.112 LINCOLN ST CARLSBAD Attn: FIELD TEST cONDITIONS DatePlaced: 1/6/2012 Time. Samted9 :00 AN Location of Sample FIRST Supplier:.PMP Truck-. Number: Mix-Number-,,TYPE S Design Strength:. 2000 Time Batched::1.:00 Batch. Size: Flow Rate:- Mortar Temp: 82 Water Content: LIFT. SOUTH WALLS Ticket-.Number: Time Placed: Specimen. Size: 2X4 Air Content: Arnbient.Temp: 58 Technician: NT LABORAT.ORY.TES.T....RESULT.S Test Percent of Curing Specimen Date Age Load Diameter Area Strength; Design Method 7040-A 1/13/2012 7 7810 2.00 3.14 2490 125% 5 7040-B 2/3/20.12 28 12870 2.00 3.14 4100 205% 5 7040-C 2/3/201:2 28 12680 2.00 3.14, 4040 202% 3 7040-D 0 Remarks: CopiestO: Reported by: - Remarks: Reported by: TYPES OF FRACTURE q I Type I NEDE .Typ."2 3 Type Two 6 Specimen. Shape: CYLINDER Specimen Size.: "4x8 Compressive Test Machine: FORNEY 502F Machine Serial No.: 04225 REPORT OF CONCRETE CYLINDER TEST NOVA Engineering and Environmental 44800. Hacienda Ave , Suite 104 437$ Viewridge Ave, Suite B 'Las Vegas, NV 89118 San Diego, CA 92123 Phone: (702)873-3478 Phone: (858) 292-7575 Fax:: (702),873-2199 Fax: (858)292-7570 LINCOLN & OAK MIXED USE Report Date: 2/2 /12 Project :Number:. 1011071.000 Lab.-Number: 7020 Project: LINCOLN &. OAK MIXED USE Architect: Client: LAGACY BUILDING SERVICES Engineer: Address: 31.12 LINCOLN' ST Contractor: LEGACY CARLSBAD Sub Contractor: CAROL INO. Attn: Building Authority: FIELD TEST GQND!TIONS. AND RSU.LTS Ti T 23 Sample Date: 1/4 /2012 Time: 2:30 Am Sampled-:13y: NT Design Strength Age: 28 Days Design. Strength: 350 Q:' PSI Tickét#:. 178 44:263 Trüàk# 354 Time-in Mber: 90 Load:#: 13 Ad mixtures:. WRDA 64 Placement Description: Sample Location: FOOTING (F_H) (1-2) Material'Supplier: ROBERTSON' S Mix I.D. No: 35851 Water Added On Site, Gal: Slump, in.: 4.5 (MSHTOT 119) Air Coriteht,%: (MSHTOT 152) Concrete Temp, °F: 7.6 Ambient-Temp, °F: 74 Plastic Unit Weight, PCF: uest Percentof Type of Specimen Date Age Load Diameter Area Strength Design Fracture 70210-.A 1/11/2.012 7 6256.0 4.00 12:.57• 4980 142% 5 7020-B 2/1/2012' 28 74650 4.01 12.63 5910 169% 3 7020-C 2/1/2.012 28 79050 4.01 12.6.3 62:60 179% 4 '7.020-D 0 Remarks: Reported by: TYPES OF FRACTURE 9 ln`~, E A I ripe Typi2 Type3 . 11,11[] EJ 1fr!f t. Tps Typ. Specimen Shape:;cyLINDER SPecirnenSize: 4X8 Compressive Test Machine: FORNEY 502F Machine Serial No.: 04225 REPORT OF CONCRETE CYLINDER TEST .NOVA.Englfleering and Environmental 4480W. Hacienda Ave., Suite 104 4373 Viewridge Ave., Suite B Las Vegas, NV 89.118 San Diego, CA 92123 Phone: (702) 8733478 Phone: (858)292-7575 Fax:(702)873-2199 Fax (858) 2927570 LINCOLN & OAK MIXED USE Report Date: 2/2/12 Project Number: Project: Client: Address: Attn: Building Authority: 1011071 .000 LINCOLN &. OAK MIXED USE LAGACY BUILDING SERVICES 3112 LINCOLN ST cL.S,BAD Leib-Number: 7019 Architect: Engineer: Contractor: LEGACY Sub Contractor: CAROLINO FIELD TEST. CONDITIONS ANDRESULTS SHTOT23 Sample Date: 1/4 /2 012 Time: 11:15 A Sampled By.: NT Design Strength Age: 28 Days Design Strength: 3500PSI Ticket#: 7844249 Thick #: 694. Time in,Mixer: 90 Load.#: 4 Admixtures:. WRDA. 6.4 Placement Description: Sample Location: FOOTING GRIDLINE D-E'&3 Material Supplier: ROBERTSON '.S Mix I.D. No: 35851 Water Added On Site, Gal: Slurnpin.: 4.25 MSHTOT 119) Air Content, %.: (AASHTO 11.52) Concrete Temp, °F: 80 ArnbièntTemp,. °F: 72 Plastic Unit Weight; PCF: -i ........ ...... Percent, of Type of Design Frature 12.9% 5 156% 2 163% 3 Specimen . Date Age Load Diameter Area Strength 7019-A 1./11/2012 7 56860 4.00 12.5:7 452.0 701:9_B 2 /1/2012 2,8 69110 4.01 12.63 5470 701.9-C 2 /1/20.12 28 71920. 4.01 12.63 5.6,9.0 7019-D 0 Remarks: PERMIT # CB11•-0371,0370 Reported by: Specimen Shape: CYLINDER Specimen Size: 4X8 Compressive Test Machine: FORNEY 5 0 2 F Machine Serial No.: 04225 TYPES OF FRACTURE Type TYPS2 EUE Type I,ps Typ.8 Typ. S REPORT OF CONCRETE CYLINDER TEST NOVA Engineering and Environmental 4480 W Hacienda Ave Suite 104 4373 Viewndge Ave Suite -B, Las Vegas NV 89118 San Diego CA 92123 Phone: (702) 873-3478 Phone- (858)292-7575 I Fax--(702).873-2.199 Fax: (858) 292-7570 LINCOLN & OAK MIXED USE Report Date: 1/27/12 Project Number: Project: Client: Address: Attn: Building Authority: 1011071.000 LINCOLN & OAK MIXED USE LAGACY BUILDING SERVICES 3112 LINCOLN ST CARLSBAD Lab Number: 6935 Architect: Engineer: Contractor: LEGACY Sub: Contractor: CAROL INO ..-FIELD..E$T cONDITIONS.AND RESULTSAASHTO T 23) Sample Date: 12.123/2011 Time: N/A Sampled By: TP Design Strength Age: 28 Days Design Strength: 3500 PSI Ticket#: 7612791 Truck#: 1084 Time. in Mixer 85 Load#: 3 Admixtures: WRDA 64. Placement Description: Material Supplier: ROBERTSON'S Mix l.D.No: 35851 Water Addëd.On Site, Galt Slump, in.: 4 (AASHTO T 1.19) Air Content, %: (kASHTO 1 152) Concrete Temp. °F: 62 Ambient Temp, °F: 47 Plastic Unit Weight,. PCF: Sample Location: ELEVATOR PIT FDN. (WEST OF UNIT *1) . ........ ..". ..................... ....... Test percent of Type of Specimen Date Age Load Diameter Area Strength Desin Fracture 6935-A 12/30/2011 7 53820 4.00 12.57 4280 1.22% 5 6935-B 1/20/2012 28 73750 4.00 12.57 5V0 16 5 6935-C 1/20/2012 28 79550 4.00 12.57 6330 181 5 6935-D 1/20/2012 28 80050 4.00 12.57 6370 182% 5 693•5-E H A)G. REPORT OF CONCRETE CYLINDER TEST NOVA Engineering and Environmental 4480W. Hacienda Ave., Suite 104 4373 Viewridge Ave., Suite B Las Vegas, NV 89118 San Diego, CA 92123 Phone: (702) 873-3478 Phone: (858) 292-7575 Fax: (702) 873-2199 Fax: (858) 292-7570 LINCOLN & OAK MIXED USE Report Date: 1/24/12 ProjectNumber: 1011071.000 Lab Number: 6936 Project: LIkOLN & OAK MIXED USE Architect: Client: LAGACY BUILDING SERVICES Engineer: Address: 3112 LINCOLN ST CoAtractor: LEGACY: CARLSBAD Sub Contractor: CAROLINO Attn: Building Authority: F :RE:SIJLTS. ('AiSHi1O Sample Date: 12/2312011 Material Supplier: ROBERTSON' S Time: N/A Mlxl.D No: 35851 Sampled By: TP Water Added On Site, Gal: Design Strength Age: 28 Days Slump, in.: 4 .25 (MSHTO T 119) Design Strength: 3506 PSI Air Content, %: (AASHTOT 152) Ticket#: 7843949 Conôrete Temp. °F: 65 Truck #: 1116 Ambient Temp. °F: 52 Time-in Mixer: 74 Plastic Unit Weight, PCF: Load#: 12 Admixtures: WRDA 64 Placement Description: Sample Location: (F2) SPREAD FOOTING (BTWN UNIT %3&4) TSt Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture 6936-A 12 /30/12011 7 58720 4.00 12.57 4670 133 5 6936-B 1/20/:2012 28 78570 4.00 12.57 6250 179% 5 6936-C 1/20/12012 28 79780 4.00 12.57 6350 1 81t 5 6936-D 1/20/2012 28 776:50 4.00 12.57 6180 177% 5 6936-E 2/17/2012 56 Remarks: PERMIT # pB11-0369,0368 Specimen Shape: CYLINDER Specimen Size: 4x8 Compressive Test Maôhine: FORNEY 502F Machine Serial No.: 04225 cL9c TYPES OF FRACTURE XN R I Type I O yps2 Type NEDE Reported by