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HomeMy WebLinkAbout36671B; LA GRAN VIA REMOVAL AND RECONSTRUCTION; PHYSICAL PROPERTIES OF ASPHALT CONCRETE JUNE 1999; 1999-06-25LAW Crandall LAWGIBB Group Member PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: La Gran Via I PROJECT NO: 70341-5-0396.27 1 LAB NO: 9776 CLIENT: City of Carlsbad SAMPLED BY: T. McClanahan DATE SAMPLED: June 25, 1999 TYPE: 3/8 AR 4000, G.B. B3 DATE RECEIVED: June 25, 1999 DATE TESTED: June 28, 1999 SOURCE: CCAC/Crl. Cyn. FIELD NO.: DATE REPORTED: June 29, 1999 SAMPLE LOCATION: 2732 La Gran Via, rt. side SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS SIEVE SIZE %PASSING SPECIFICATION TEST RESULT TEST STD SSPWC C3 I" 100 0 BITUMEN CONTENT, % (Cal_Test_382) 7.1 4.8-7.0 3/4" 100 100 1/2" 100 89-100 BULKSPECIFICGRAVITY - (Cal Test 308) ' .. 2.313 - 3/8' 98 74-100 No.4 79* 50-78 UNIT WEIGHT, PCF (Cal 144.3 _Test _303) 3 59 32-60 16 44 ** STABILOMETER (Cal 36 _Test _366) 35 mm. 30 32 14-33 50 21 SWELL (Cal d.n.r. _Test _305) 100 12 ** 200 7.7 2-10 MOISTURE CONTENT, % (Cal Test 370) d.n.r. denoted deviation from specified limits Maximum theoretical specific gravity= 150.3, air voids=3.9 . Distribution:. -ity of Carlsbad! V.Gin- .....................T:: - - 1 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 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.: 41.50396.28 PROJECT: Carrillo Ranch, Carlsbad Carrillo Ranch Way & Flying L.C. Lane, Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 07/06/ 9 12 12.0 113.7 2 96 90 3 s.g. 13 13.9 116.8 2 98 90 3 s.g. 14 11.5 114.3 2 . 96 90 3 s.g. 15 11.1 113.0 2 95 90 3 s.g. 16 14.8 109.3 2 92 90 3 s.g. 17 10.1 111.2 2 93 90 3 s.g. TEST LOCATIONS: 12 Wall foting on access rd. below school 13 Wall fcoting on access rd. below schpol 14 Wall footing on access rd. below school 15 Wall footing on access rd. below school 16 Wall footing on access rd. below schpol 17 Wall footing on 'iccess rd. below schbol TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE 3 - ASTM D2922 (PCF) 1%) 2 119.0 11.5 DISTRIBUTION: City of Carlsbad (1C,1D,1ALL) RESPECTFULLY SUBMITTED: David C. Wilson, RICE $54734 LAW-Crandall LAWGIBB Group Member PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: La Gran Via I PROJECT NO: 70341-5-0396.27 1 LAB NO: CLIENT: City of Carlsbad SAMPLED BY: B. Kent DATE SAMPLED: June 12, 1999 TYPE: 3/4 AR 4000, G.B. B3 DATE RECEIVED: June 12, 1999 DATE TESTED: June 21, 1999 SOURCE: CCAC/CrI. Cyn. FIELD NO.: ** DATE REPORTED: June 23, 1999 SAMPLE LOCATION: La Gran Via, 1:10 p.m., load #32 SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS SIEVE %PASSING SPECIFICATION SIZE [ TEST RESULT TEST STD 1-1/2" ** SSPWCB3 1" 100 100 BITUMEN CONTENT,% (Cal Test 382) 5.6 4.6-6.0 3/4' 98 90-100 1/2' 89 ** BULK SPECIFIC GRAVITY (Cal 2.356 _Test _308) 3/8' 76 60-84 No.4 56 40-60 UNFt WEIGHT, PCF (Cal 147.0 _Test _308) 8 42 24-50 16 31 STABILOMETER (Cal 41 _Test _366) 35 mm. 30 24 11-29 50 IS SWELL (Cal d.n.r. _Test _305) ** 100 9 200 5.2 1-9 MOISTURE CONTENT, % (Cal Test 370) d.n.r. Distribution: City of Carlsbad! V. Gin 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 LAW Crandall LiiGroup mjA '42 1999 1, 1999 1999 ['STD 6.O mm. 135 130 125 EL 115 110 o 105 100 COMPACTION CURVES DATE: 5-15-1999 PROJECT NO.: 70341 .50396.27 City of Carlsbad, La Gran Via Street Test specification: ASTM D 1557-91 Procedure A, Modified -' 100% SATURATION CURVES FOR SPEC. GRAy. EQUAL TO: : fl 2 Moisture content, % 10 15 20 25 iiAIN - -PROJECT: - - IIIIIIIIIIII\ - IIUIUHHU -- L E - NO. LOCATION AND DESCRIPTION REMARKS - øx 11 - Silty sand w/t race of clay Lab #9726 Max #1 -I NO.1 LL P1 NAT. MOIST %< No. 200 MAX. DRY DEN. OPT. MOIST. nax 11 120.0 pcf 11.5% - - LAW/CRANDALL Fiqure No. Lab #9726 LAW! CRANDALL A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES 9177 SKY PARK COURT, STE. A SAN DIEGO, CA 92123 619-278-3600 FAX 619-278-5300 GEOTECHNICAL FIELD SUMMARY REPORT JOB NO.: O 3q 1 O PROJECT:_, O C . LA DATE(S):_ LOCATION: &. LA ( V4 ç,20A4 1466Ad FIELD REPRESENTATIVE(S): 1II6142,. (list all Law/Crandall personnel on project) GRADING OBSERVATIONS: Mass Grading Building Pad O lopes 'Paving 0 Utility Backfill Wall Backfill Landscape FOUNDATION/SHORING OBSERVATIONS: 0 Spread Footing Excavation 0 Drilled Piles 0 Driven Piles 0 Belled Caissons 0 Shoring 0 Other SUMMARY OF OBSERVATIONS: ,4ZIL16/( _07:36 14-i _____ci _(Q o9oa LJI.Jid 3/q_"I41 Ycio 2 ç. _r0 , _,Q_3 305- °fko / 1cs7 r- , s.13 V c. . c i --z.. -i-it -r li - r ( ( OV . £:;2.bW.. - fç_T41c((:/cP Tf)R,4r3 3 3. 00, 7-ip S& 4tc-"-1 .o'l-D 3,vgiouj 4iZg45 /Ou'A SUMMARY OF TESTS:P/4p/AJc _TiZ -7Th_74X5.pr _0F iCi,z7_ 7- _Akr_(&ff_o-'? c.4,ia _ aT_( /_it o _rem.i . J4eIO U -(ZPS TnT - QCV A c— t c c LA-C Rt J (,. &g 12ç a c7-_S. WEATHER:_J C'S1',4r'C&ø /C4)kr_C2)'.'t) EQUIPMENT WORKING: C''PS/o, 10 __7/9 fr!, _,(A4 l34J /4(0 -a CONTRACTORS WORKING (include Superintendent and/or Foreman):_2 _I444iL)- _/ti'/ BACKUP DOCUMENTATION ATTACHED: NO_ YESZ NO. OF.PAGES: 'PE Thisreport is intended ioprovide preliminary eotechnkaI held information to responsible site personnel its ohsen-cdhyour representative. The information provided may not he all-inclusive and is .cujt 10 review or modilicalioi y our engincering.'eoIogy superviso slat cc: By:_ 1lfl4niand flUl, / Emp. Verification By:_ Hours:_I O is— JOB FILE Of..- Rev. 3/97 LAW! CRANDALL A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES 9177 SKY PARK COURT, STE. A SAN DIEGO, CA 92123 619-278-3600 FAX 619-278-5300 GEOTECHNICAL FIELD SUMMARY REPORT JOB NO.: 9 7 PROJECT: If ilUA3 V' DATE(S):_ 61t F/f9 _________ LOCATION:_sL4 V r -4aivt LVA-?-'T j.i1 Tè 44-o t -N*tJ. FIELD REPRESENTATIVE(S): Gist all Law/Crandall personnel on project) GRADING OBSERVATIONS: Mass Grading Building Pad Spes Z n- 0 Utility Backfill Wall Backfill 0 Landscape FOUNDATION/SHORING OBSERVATIONS: Spread Footing Excavation O Drilled Piles 0 Driven Piles ED Belled Caissons 0 Shoring 0 Other____________ SUMMARY OFOBSERVATIONS:_G O7cC)'4TcoI( @#41t*5 i3iv _ 7 /4-p..r LL tJ OT\J'• /5 I T,Zctci 41Zt( 1Jj) () C 'o 1:040 1'54k12 62 93 °F '3/t/ h ,iZgo0o '3.9.3 r-'s. 5E0,4J0 C 4-C ,1 ,s'b -c/wC -e-,c TIE 4-eL Q 1 0 'u Ah1- 5 '1 - 7'-7 A9'4' /'U pu T n47 S AA SUMMARY OF TESTS: 0-c106_ (iZ'*-)1/.4 C1J'1 IIf/20'6 -T_(sezcL')J 3 3'cS A-1 f Ole _Y3/'M,2e,i_C -UA-. f_co'&L4,ic p.) 4 q-Lri 0 7 is evo /,4 4-6 uu y',/ ' WEATHER:_AM-_OI b (.004S7Coo-. EQUIPMENT WORKING: /4(J< A'vt-)_t444 cgjtcI4-6-2 CA-7- f2 - ,-,-, f-i o e c LE-sJE. CONTRACTORS WORKING (include Superintendent and/or Foreman):_A.)S Cl_V€C •0 .0 BACKUP DOCUMENTATION ATTACHED: NO 0 YES-eh (NO. OF PAGES: dØ TYPE:______________ This report is intended toprovide pre liminurvgeotechnical held information to responsible site personnel as observed by our representaiive.The inlormation provided may not h all-inclusive and is subject to review or modification by our enincering.'geoIoL'y supervisory stall. By:_JJ "I_ r4s.p, <IEI1 tJ E mp. #: 2I. . \ (print name and, iqijJ I Verificatio/ By: Hours: JOB FILE Of: Rev. 3/97 LAW/CRANDALL 9177 Sky Park Ct.,Ste A San Diego,CA 92123 REPORT OF FIELD DENSITY TESTS 619-278-3600 CLIENT: City of Carlsbad JOBNO.: 41.50396.27 PROJECT: La Gran Via, City of Carlsbad La Gran Via, Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 06/15/ 9 1 12.8 117.4 1 98 95 3 -1.5' 2 11.5 119.3 1 99 95 3 -1.5' 3 11.9 121.1 1 100+ 95 3 -1.5' 4 11.7 117.4 1 98 95 3 -1.5' 115.5 1 96 95 3 -1.5' 6 11.5 118.7 1 99 95 3 -1.5' 7 11.6 118.0 1 98 95 3 -1.5' 8 11.8 116.2 1 97 95 3 . -1.5' TEST L(CATIONS: 1 . Subgrace © interection of Levante & La Gran V a St. 2 Subgra4e in fron1t of 2805 ia Gran Via St. 3 Subgrade in front of 2772 ia Gran Vi St. 4 Subgraáe in front of 2753 a Gran Vi St. 5 Subgraàe infron of 2745 a Gran Vi St. 6 Subgrae in fron1t of 2732 a Gran Vi St. 7 Subgrace in fron1t of 2701 a Gran Via St. 8 Subgraàe in front of 2702 La Gran 'Vi St. TEST COMPARED TO: PROCTOR MAXIMUM DRY NUMBER DENSITY (PCF) 1 120.0 REMARKS OPTIMUM Performed In General Accordance With: MOISTURE . 3 - ASTM D2922 11..5 . n City of Carls~bad/Mr. R. Cook (1C, 1E,1D, 1ALL) RESPECTFULLY SUBMITTED: David C. Wilson, RCE #54734