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HomeMy WebLinkAbout3626; ACCESS EASEMENT RECONSTRUCTION PLANS; GEOTECHNICAL FIELD SUMMARY REPORT; 1999-10-21LAW/ CRANDALL A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES 149 SKY PARK COURT, STE. A 7(P bMN DIEGO, CA 92123 619-278-3600 FAX 619-278-5300 GEOTECHNICAL FIELD SUMMARY REPORT JOB NO.:_7Qt/ 503'3c'.1 PROJECTL7' 0i— DATE(S): LOCATION: ~i. 2- FIELD REPRESENTATIVE(S): c372!tYL( 5C- 'sJ (list all Law/Crandall personnel on project) GRADING OBSERVATIONS: O Mass Grading 0 Building Pad o Slopes O Paving O Utility Backfill El Wall Backfill O Landscape FOUNDATION/SHORING OBSERVATIONS: 0 Spread Footing Excavation 0 Drilled Piles El Driven Piles 0 Belled Caissons 0. Shoring 0 Other SUMMARY OF OBSERVATIONS: sii1 7 72I iIi f-I--i9r—O c2 iZe'P) 2 SUMMARY OF TESTS:/ - WEATHER: EQUIPMENT WORKING:_7&i-*"i, )C37 '- ( fc"rZE CONTRACTORS WORKING (include Superintendent and/or Foreman):L ' L— y'r'j N'YJJ tc. BACKUP DOCUMENTATION ATTACHED: NO YES_ NO. OF PAGES:_____ TYPE: This repon is intended to provide preliminarvgeotcchnieal held inlbrmation to responsible site personnel as observed by our represenuativeThe information provided may not he all-inclusive and is subject to review or modification by our enincering.'gcoloy supervisory stall cc:' By: Emp. #: (3 (print name and initial) Verification By: Hours: JOB FILE Of: Rev. 3/97 LAW/ CRANDALL A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES SKY PARK COURT, STE. A SMN DIEGO, CA 92123 619-278-3600 FAX 619-278-5300 GEOTECHNICAL FIELD SUMMARY REPORT JOB NO.:____________________ PROJECT—DATE(S)1012-0/f7 LOCATION: FIELD REPRESENTATIVE(S): 2I (list all Law/Crandall personnel on project) GRADING OBSERVATIONS: El Mass Grading 0 Building Pad 0 Slopes 0 Paving 0 Utility Backfill O Wall Backfill 0 Landscape FOUNDATION/SHORING OBSERVATIONS: 0 Spread Footing Excavation 0 Drilled Piles 0 Driven Piles 0 Belled Caissons )oring5 ( SUMMARY OF OBSERVATIONS: I -- TO 7 'J— /7+ ()a—V) , 1t )L2- fl rçeci J..-f (TZ /5 SUMMARY OF TEST1_c 4-t72 (24X1 s WEATHER: EQUIPMENT WORKING: _ 1LJLLE<. _L1(.t __t-(-?- CONTRACTORS WORKING (include Superintendent and/or Foreman): .9i _Cii('nTh _ikJ BACKUP DOCUMENTATION ATTACHED: NO YES — NO. OF PAGES: TYPE: This report is intended to provide preIiminatyeotechnicaI held information to responsible site personnel as observed by our representative. The information provided may not he all-inclusive and is subject to review or modification by our eninceringJgeoIogy supervisory stall'. cc: By:_ Emp. #: /_2?2-- (print name and initial) Verification By: Hours: JOB FILE Of:____________________ Rev. 3/97 SKY PARK COURT, STE. A LAW / CRANDALL MN DIEGO, CA 92123 619-278-3600 A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES FAX 619-278-5300 GEOTECHNICAL FIELD SUMMARY REPORT JOB NO.: 203 / -5--03-9 ( PROJECT: --( DATE(S):_/ /, LOCATION: LPI )-flh?& -r. 3 (, - 2- FIELD REPRESENTATIVE(S): 7ZAJL 'IC ov-J (list all Law/Crandall personnel on project) GRADING OBSERVATIONS: El Mass Grading O Building Pad Slopes 0 Paving Utility Backfill 0 Wall Backfill Landscape FOUNDATION/SHORING OBSERVATIONS: O Spread Footing Excavation Drilled Piles 0 Driven Piles 0 Belled Caissons O Slipring LThhcr SUMMARY OF OBSERVATIONS: Or,\.3i7- _ID Tt?S •_Zt _iCS ViZ7 /)2-/CL_c (/-L-I--Air j7-I-L> /_-/ _Of-iJ---rc ' SUMMARY OF TESTS: WEATHER: EQUIPMENT WORKING: S/L5 !I L_,Lô /)tJt.eJ CONTRACTORS WORKING (include Superintendent and/or Foreman):(._c :( BACKUP DOCUMENTATION ATTACHED: NO YES NO. OF PAGES:_____ TYPE: This report is intended to provide pre ltminary geolechnical held inlormahion to responsible site personnel as observed by our representative. Thc inlormittion provided inay not he all-inclusive and is subject to review or modification by our engineering/geology supervisory stall. By: Emp. #: /3 (print name and initial) Verification By: Hours:__________ JOB FILE Of: Rev. 3/97 SKY PARK COURT, STE. A LA\V / crANDALI. S,11 DIEGO, CA 92123 619-278-3600 A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES FAX 619-278-5300 GEOTECHNICAL FIELD SUMMARY REPORT JOB No.: 034 3 - O PROJECT(/ Q-r DATE(S): LOCATION: FIELD REPRESENTATIVE(S): 72iJ- 7J (list all Law/Crandall personnel on project) GRADING OBSERVATIONS: D Mass Grading U Building Pad o Slopes 0 Paving 0 Utility Backfill O Wall Backfill 0 Landscape FOUNDATION/SHORING OBSERVATIONS: 0 Spread Footing Excavation 0 Drilled Piles 0 Driven Piles 0 Belied Caissons 0 Shoring 0 Other SUMMARY OF OBSERVATIONS: / .9&s -7 SUMMARY OFTESTS/ ec WEATHER: EQUIPMENT WORKING: 37 , _di (t /c ñZ CONTRACTORS WORKING (include Superintendent and/or Foreman): (I BACKUP DOCUMENTATION ATTACHED: NO YES..._ NO. OF PAGES:_____ TYPE: This report is intended to provide preliminary geotech nical field information to responsible site personnel as ohscrved by our representative. The inlrmatioit provided may not he all-inclusive and is subject to review or modification by our engincerinJgeology supervisory stall. cc: Emp.#:/ (print name and initial) / Verification By: Hours: JOB FILE Of: Rev. 3/97 135 130 125 120 CL c115 a) >% o 110 105 100 0 COMPACTION CURVES DATE: 10-18-1999 PROJECT NO.: 70341.5.0396- PROJECT: CITY OF CARLSBAD/GIBRALTER ST. specification: - . ASTM D 1557-91 Procedure A, Modified - - 100% SATURATION CURVES - FOR SPEC. GRAy. EQUAL TO: 2.8 2.7 2.6 - 1S -- = 11II - 1=1 1 = 25 15 20 Moisture content. % 11111=1 11 1111I \ - -- --Test - - - - - - - - - - - -- - - ---- -- - - -===---====-- ------- I1 1111 ----- 11111=11 - 11J111 11±1 5 10 NO. LOCATION AND DESCRIPTION REMARKS - 2 - MED.BRN.SANDY CLAY NATIVE NO.1 LL P1 NAT. MOIST %> No.4 %< No.200 MAX. DRY DEN. OPT. MOIST. 0 21 2% 133.0 pcf 8.5% LAW/CRANDALL Figure No. 10165 MOISTURE-DENSITY TEST DATA DATA FILE: 383 PROJECT DATA Date: Project no. Project: Location 1: 2: Remarks 1: Material 1: description 2: Elevation or depth: Fig no: 10-18-1999 70341.5.0396.31 CITY OF CARLSEAD/GIBRALTER ST. GIBRALTER ST. NATIVE max #2/Lab #10165 MED.BRN.SANDY CLAY 10165 SPECIMEN DATA USCS classification: AASHTO classification: Natural moisture: Specific gravity: Percent retained on No.4 sieve: 2 Percent passing No. 200 sieve: Liquid limit: Plastic limit: Plasticity index: ------------------------------------------------------------------------------- TEST DATA AND RESULTS FOR CURVE 2 Type of test: Modified, ASTM D 1557-91 Procedure A 134 132 130 128 126 124 4 POINT NO. 1 WM + WS 4015 WM 1873 WW+T #1 962.50 WD+T #1 911.60 TARE #1 201.50 MOIST #17.2 2 3 4063 3999 1873 1873 1093.10 923.40 1018.20 851.00 198.40 197.90 9.1 11.1 4 3949 1873 1006.10 967.00 197.90 5.1 5.1 130.6 MOISTURE 7.2 9.1 11.1 DRY DEN 132.2 132.7 126.6 8 12 16 Max dry den= 133.0 pcf, Opt moisture= .8.5 % Oversize Correction Not Applied = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = LAW/CRANDALL = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 135 130 125 120 CL >' !h15 110 100 COMPACTION CURVES DATE: 10-18-1999 PROJECT NO.: 70341.5.0396- PROJECT; CITY OF CARLSBAD/GIBRALTER ST. Test specification: ASTM D 1557-91 Procedure A, Modified SATURATION CURVES I_\ - FOR SPEC. GRAy. EQUAL TO: 2.8 2.7 2.6 $s 15 20 25 Moisture content. % - - = = = = = = = = = - - --100% - -440 X I le L ------'- - --- --- 105 0 5 10 - NO. LOCATION AND DESCRIPTION REMARKS 1 - MED.BRN.SANDY CLAY NATIVE I NO.1 LL P1 NAT. MOIST %> No.4 7.< No.200 MAX. DRY DEN. OPT. MOIST. • 1 4% 123.5 pcf 10.5% LAw/CRANDALL Figure No. 10164 MOISTURE-DENSITY TEST DATA DATA FILE: 382 PROJECT DATA Date: 10-18-1999 Project no.: 70341.5.0396.31 Project: CITY OF CARLSBAD/GIBRALTER ST. Location 1: 2: GIBRALTER ST. Remarks 1: NATIVE max #1/Lab #10164 Material 1: MED.BRN.SANDY CLAY description 2: Elevation or depth: Fig no: 10164 ------------------------------------------------------------------------------- SPECIMEN DATA USCS classification: AASHTO classification: Natural moisture: Specific gravity: Percent retained on No.4 sieve: 4 Percent passing No. 200 sieve: Liquid limit: Plastic limit: Plasticity index: ------------------------------------------------------------------------------- TEST DATA AND RESULTS FOR CURVE 1 Type of test: Modified, ASTM D 1557-91 Procedure A 130 125 - 120 ____ Sc 115 110 - POINT NO. 1 2 3 4 5 WM + WS 3919 3859 3928 3943 3866 WM 1873 1873 1873 1873 1873 WW+T #1 1065.50 1019.90 1278.40 1097.20 781.00 WD-s-T #1 956.90 905.90 1161.40 1010.00 737.50 TARE #1 200.30 197.70 202.20 194.30 199.70 MOIST #114.4 16.1 12.2 10.7 8.1 MOISTURE 14.4 16.1 12.2 10.7 8.1 105 L DRY DEN 118.3 113.1 121.1 123.7 122.0 7.5 12.5 17.5 22.5 Max dry den= 123.5 pcf, Opt moisture= 10.5 01 Oversize Correction Not Applied = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = LAW, CRANDALL = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 135 130 - 125 '120 115 105 100 COMPACTION CURVES DATE: 10-18-1999 PROJECT NO.: 70341.5.0396- PROJECT: CITY OF CARLSBAD/CIBRALTER ST. specification: ASTM D 1557-91 Procedure A, Modified 100% SATURATION CURVES FOR SPEC. GRAy. EQUAL TO: 2.7 2.6 - 15 20 25 Moisture content. % - -- - - - -Test - - - - - - --- - - - - 110-----'-k- 11111111111111:11111 - - ------i- --- -- 0 5 10 - NO. LOCATION AND DESCRIPTION REMARKS 1 - MED.BRN.SANDY CLAY NATIVE = NO. LL P1 NAT. MOIST %> No.4 %< No200 MAX. DRY DEN. OPT. MOIST. 1 4% 123.5 pcf 10.5% F-LAW/CRANDALL Figure No. 10164 MOISTURE-DENSITY TEST DATA DATA FILE: 382 PROJECT DATA Date: Project no.: Project: Location 1: 2: Remarks 1: Material 1: description 2: Elevation or depth: Fig no: 10-18-1999 70341.5.0396.31 CITY OF CARLSBAD/GIBRALTER ST. GIBRALTER ST. NATIVE max #1/Lab #10164 MED.BRN.SANDY CLAY 10164 ------------------------------------------------------------------------------- SPECIMEN DATA USCS classification: AASHTO classification: Natural moisture: Specific gravity: Percent retained on No.4 sieve: 4 Percent passing No. 200 sieve: Liquid limit: Plastic limit: Plasticity index: TEST DATA AND RESULTS FOR CURVE 1 Type of test: Modified, ASTM D 1557-91 Procedure A POINT NO. 1 2 3 4 5 WM + WS 3919 3859 3928 3943 3866 WM 1873 1873 1873 1873 1873 WW+T #1 1065.50 1019.90 1278.40 1097.20 781.00 WD+T #1 956.90 905.90 1161.40 1010.00 737.50 TARE #1 200.30 197.70 202.20 194.30 199.70 MOIST #114.4 16.1 12.2 10.7 8.1 MOISTURE 14.4 16.1 12.2 10.7 8.1 DRY DEN 118.3 113.1 121.1 123.7 122.0 130 125 120 115 110 105 7.5 12.5 17.5 22.5 Max dry den= 123.5 pcf, Opt moisture= 10.5 % Oversize Correction Not Applied = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = LAW/CRANDALL = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 14° 135 130 125 CL c 120 C -u 115 110 105 0 COMPACTION CURVES DATE: 10-20-1999 PROJECT NO.: 70341 .50396.xx \ PROJECT: Carlsbad/ Gibralter Test specification: .. ASTM D 1557-91 Procedure C, Modified - - 100% SATURATION CURVES FOR SPEC. CRAy. EQUAL TO: 2.6 -- ==T-F 77V 15 20 Moisture content, % iiiiiiiiiiiiiiiiii-s = = = = -= -ç 1 - - -1' - EEEEE - 111111 111111 - - == 5 10 - NO. LOCATION AND DESCRIPTION REMARKS 3 - agg. base/Palomar max #3/Lab #10184 - =INO.1 LL P1 NAT.. MOIST %> 3/4 in %< No 200 MAX.. DRY DEN. OPT. MOIST. 3 5% 133.0 pcf 7.5% - - LAW/CRANDALL Figure No. 10184 MOISTURE-DENSITY TEST DATA DATA FILE: 384 PROJECT DATA Date: Project no.: Project: Location 1: 2: Remarks 1: Material 1: description 2: Elevation or depth: Fig no: 10-20-1999 70341. 50396 xx Carlsbad! Gibralter Gibralter max #3/Lab #10184 agg. base/Palomar 10184 ------------------------------------------------------------------------------- SPECIMEN DATA USCS classification: AASHTO classification: Natural moisture: Specific gravity: Percent retained on 3/4 in sieve: 5 Percent passing No. 200 sieve: Liquid limit: Plastic limit: Plasticity index: ------------------------------------------------------------------------------- TEST DATA AND RESULTS FOR CURVE 3 Type of test: Modified, ASTM D 1557-91 Procedure C 134 132 130 128 F. 126 MOISTURE 3.9 5.7 7.7 10.0 DRY DEN 127.2 131.2 132.8 129.8 124 2 6 10 14 Max dry den= 133.0 pcf, Opt moisture= 7.5 % Oversize Correction Not Applied LAW/ CRANDALL POINT NO. 1 2 3 4 WM + WS 7197 7421 7567 7559 WM 2702 2702 2702 2702 WW+T #1 1542.10 1561.70 1545.50 1568.80 WD+T #1 1491.30 1488.20 1448.10 1443.70 TARE #1 189.00 197.60 184.40 189.60 MOIST #13.9 5.7 7.7 10.0