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Home My WebLink About3505; STATE STREET STORM DRAIN CONNECTION CONST. PLANS; TEST RESULTS;LAW Crandall LAWGB Group Member A RECEIVED AUG £ ) 1999 - FY öARtBA 09 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: State St., Carlsbad PROJECT NO: 70341-5-0396.291 LAB NO: 9905 CLIENT: City of Carlsbad SAMPLED BY: S. Skelton DATE SAMPLED: July 30, 1999 TYPE: 3/4" Ar 4000, B3 DATE RECEIVED: July 30, 1999 DATE TESTED: Aug. 6, 1999 SOURCE: Hanson/Carlsbad FIELD NO.: ** DATE REPORTED: Aug. 9, 1999 SAMPLE LOCATION: State St., Carlsbad SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS SIEVE 1 SIZE %PASSING SPECIFICATION TEST RESULT TEST STD SSPWC B3 100 BITUMEN CONTENT, % (Cal 5.5 _Test _382) 4.6-6.0 3/4" 100 90-100 1/2" 96 ** BULK SPECIFIC GRAVITY (Cal Test 308) 2.399 3/8" 82 60-84 No.4 68* 40-60 UNIT WEIGHT, PCF (Cal Test 308) 149.7 8 42 24-50 16 31 STABILOMETER (CalTest366) 42 35 mm. 30 22 11-29 50 13 ** SWELL (Cal d.n.r. _Test _305) 100 6 ** 200 4.8 1-9 MOISTURE CONTENT, % (Cal Test 370) d.n.r. * Maximum Theoretical Sp. Gr.= 156.0, Air Voids=4.0% / Distribution: City of Carlsbad/ D. Moore Submitted By: David C. Wilson, RCE# 54734 A Division of Law Engineering and Environmental Services, Inc. 9177 Sky Park Court, Suite A San Diego, CA 92123 619-278-3600 • Fax 619-278-5300 9177 SKY PARK COURT, STE. A RECEI1\ LA\V/ CRANDALL SAN DIEGO, CA 92123 619-278-3600 A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES FAX 619-278-5300 p3JGI EOTECHNICAL FIELD SUMMARY REPORT JOB NO.:_703 q/.j. 43 .Z? PROJECT: CDC .Stsfe 171 DATE(S):__________ LOCATION: &47 S1_ E,1' ii'i FIELD REPRESENTATIVE(S): (list all Law/Crandall personnel on project) GRADING OBSERVATIONS: Mass Grading Building Pad Slopes Paving Utility Backfill Wall Backfill Landscape FOUNDATION/SHORING OBSERVATIONS: Spread Footing Excavation Drilled Piles Driven Piles Belled Caissons Shoring Other_P1DA/ Q SUMMARY OF OBSERVATIONS: AMM&25 /2 354'1, .#4C ;r 1W16U.. a62 ECtPAT _w/ep, _IJP7A/re2' _J,7y ,#QJ*L A1QE4 ALL TEST ,ESaLrE /4/ 4'J#vs€If ,O7éCr /1.4 WEATHER: SAfNY EQUIPMENT WORKING: C4.S CAT 7.20 ovkJ6 L1Wt2c W4cxc7 CONTRACTORS WORKING WORKING (include Superintendent and/or Foreman Fz'A) L IrA 1411 AW,31%IAI5 (wJif C BACKUP DOCUMENTATION A17ACHED: NO YES_ NO. OF PAGES:_____ TYPE:, This report is intended to provide prcliminarygeotechnical held inIbrmaiion to responsible site personnel as observed h our rcpreeiitativc.The iiiIrmaIion provided may not he all-inclusive and is subject to review or modification by our criginceringh.cology supervisory still cc: By: Emp.#:_.201,3 (print name and initial) - Verification By: IN 1011ZOA 115"7' Hours:__________ JOB FILE Of: Coe- Rev. 3/97 LAW/CRANDALL 9177 Sky Park Ct.,Ste A San Diego,CA 92123 9 _ REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad JOB NO.: 41.50396.29 PROJECT: State St. Storm Drain Repair / 3505-1 State St., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 07/25759 1 11.9 110.5 1 91 90 3 30.5' 2 11.7 111.8 1 92 90 3 29.0' 3 9.0 111.7 1 92 90 3 32.0' 4 10.4 114.8 1 94 90 3 32.0' Tests Performed on 07/21/)9 5 13.9 116.2 1 96 90 3 -6'fg 6 11.3 116.1 1 96 90 3 -61 fg 7 10.7 116.7 1 96 90 3 -111 fg TEST LO ATIONS: 1 Trench backfill, storm dra.n repair 2 Trench backfill, storm draLn repair 3 Trench backfill, storm dra.n repair 4 Trench backfill, storm dra.n repair 5 Trench backfill o State St. & Laguna Dr., 5' from s.e. sidewalk 6 Trench backfill .State St. & Laguna Dr. 15' from s.e. sidewalk 7 Trench backfill 9 State St. & Laguna Dr., 2' from s.e. sidewalk TEST COMPARED TO: PROCTOR MAXIMUM DRY NUMBER DENSITY (PCF) 1 121.5 REMARKS OFI1MUM Performed In General Accordance With: MOISTURE 3 - ASTM D2922 (%) 11.0 DISTRIBUTION: '. City of Carlsbad (1C,1B,1D,1ALL) RESPECTFULLY SUBMITTED: David C. Wilson, RCE #54734 -F 9177 SKY PARK A~& LAW/CRANDALL SAN DIEGO, CA 9223 619-278-3600 IT A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES FAX 619-278-5300 GEOTECHNICAL FIELD SUMMARY REPORT LcD _____________ -1 JOB No7Yt t t5O?,,(o ,2 £ZbPROJECT:fl1J/ 35O5! DATE(';)- -7 - LOCATION: L tAA- 7)' c /17 7',A FIELD REPRESENTATIVE(S): 1'#kJtL.1 cLI' ? (list all Law/Crandall personnel on project) GRADING OBSERVATIONS: •' FOUNDATION/SHORING OBSERVATIONS; C1 Mass Grading 0 Spread Footing Excavation Building Pad 0 Drilled Piles Slopes 0 Driven Piles Paving 0 Belled Caissons C1 Utility Backfill 0 Shoring Wall Backfill 0 Other C3 Landscape SUMMARY OF OBSERVATIONS:_ _ _ LH& IAI40 L4dLcc , o D)0qo 4 fhu I2Xt- 'o?L- 3ji-'-&/e_- nx bJc,R, L ('7 A i 1 ,.A / .'Y I e1 _,.. ,L eAt t 1 SUMMARY OF TESTS: N a WEATHER: _IA it - iL EQUIPMENT WORKING:___________________ CONTRACTORS WORKINc (include Superintendent and/or Foreman):. £2, C.. /JC(4&I Lu (+Kc.k1 LiuJ1 BACKUP DOCUMENTATION ATTACH : NO YES...._ NO. OF PAGES:_____ TYPE:_______________ This report is intended to provide preliminary geocechnical lid iniormution to responsible site personnel as observed b our rcprescuilzilise. The iniormation provided may not he all-inclusive and is subject to review or, modilica us by our en'• ring/geology supervisory stall'. .. . - cc: By: LI . Emp. #: 17 (print name t nd initial) I - Verification By: Hours:_____________ JOB FILE Of.— A/6 t'(WC€j Lp4 Rev. 3/97 T-P ç z 'l' ( SKY PARK COURT, STE. A Sptr'l DIEGO, CA 92123 Ak~ LAW/CRANDALL 619-278-3600 A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES FAX 619-278-5300 GEOTECHNICAL FIELD SUMMARY REPORT JOB Oi' 5'39Z?, PROJECT: S7M- T DATE(S): -7- LOCATION:, FIELD REPRESENTATIVE(S): (\i (list all Law/Crandall personnel on project) GRADING OBSERVATIONS: Mass Grading Building Pad Slopes Paving Utility Backfill Wall Backfill Landscape FOUNDATION/SHORING OBSERVATIONS: Spread Footing Excavation Drilled Piles Driven Piles Belled Caissons Shoring Other SUMMARY OF OBSERVA'JIONS:_4VtvtIY cAy1tmeit,s( /Pt62 ize f / / 'O 1!IAI 'i/e (i-7L splt.L ?w iiA. l?dw .. .-fiut4I O/ £. 014- c..o ( etk 44If - 41/lit fl A-4 cJetii~,, /W,to €44 ,ifi.'1ci'ced'p *. 00,SlI7- SUMMARY OF TESTSO L0A-k1I) - e91.t.U- czl Y&Ct(Q. LZi'z.) WEATH EQUIPMENT WORKING:/!6f ftO1C4-57e, CONTRACTORS WORKING (include Superintendent and/or Foreman BACKUP DOCUMENTATION ATTACH : NO YES— NO. OF PAGES:_____ T\'PE:_______________ This repon is intended to provide prcliminaty geotech nk intbrmati responsible site Nrsonnel as observed by our representative. The inlhrmauion provided may not he all-inclusive and is subject to review or modification by our engince ng/ge logy supervisory staff. cc: By: _*.l AA;:- ft- Emp. #: ls 44 (pri t name anIni0t? Verification By: Hours:__ JOB FILE Of: PJ 1Jt) I*i,te ç'r Rev. 3/97 SUM1ARY OF OBSERVATIONS: LAW/CRANDALL A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES ( SKY PARK COURT, STE.A N DIEGO, CA 92123 619-278-3600 FAX 619-278.5300 GEOTECHNICAL FIELD SUMMARY REPORT JOB r0 ZQ PROJECT: i.-lit i -3OS--( DATE(S):7—/3q ' LOCATION: FIELD REPRESENTATIVE(S): (list all Law/Crandall personnel on project) GRADING OBSERVATIONS: Mass Grading Building Pad Slopes Paving Utility Backfill Wall Backfill Landscape FOUNDATION/SHORING OBSERVATIONS: C3 Spread Footing Excavation Drilled Piles C1 Driven Piles O Belled Caisson.,; Shoring Other SUMMARY OF TESTS - WEATHER: EQUIPMENT WORKING — va"'. - k CONTRACTORS WORKING (include Superintendent and/or Foreman BACKUP DOCUMENTATION ArrAClED: NO YES_ NO. OF PAGES:_____ TYPE:_______________ This report is intended to provide prcliminary .esponsihIe site personnel as observed by our representative. The information provided may not he all-inclusive and is subject to review or modiIicat by our engi cdogy supervisory stalt cc: By: IS Emp. #: 44 (print name an4initiaI) Verification By: Hours:___________________ JOB FILE . Joo&e 4 Rev. 3/97 LAW/CRANDALL 9177 Sky Park Ct.,Ste A San Diego,CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad JOB NO.: 41.50396.29 PROJECT: State St. Storm Drain Repair I 3505-1 State St., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 07/26/ 19 8 12.3 116.7 1 96 90 3 -51 fs 9 12.4 119.7 1 99 90 3 -4 1 fs TEST LOCATIONS: 8 State St. storm drain box sta. 0+5 .52 9 State fit. storm drain box 9 sta. 0+57.52 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE (PCF) (%) 3 - ASTM D2922 1 121.5 11.0 DISTRIBUTION: City of Carlsbad (1C,1B,1D,1ALL) RESPECTFULLY SUBMITTED: David C. Wilson, RCE #54734