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HomeMy WebLinkAboutCT 74-21; CARLSBAD OAKS BUSINESS PARK; ADDITIONAL PAVEMENT RECOMMENDATIONS; 1988-01-08f P7LE:CT74! -.----- CT 71- d-1 r <*dry ?adon5 06 ; Olei d 'A3 /7 SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. SOIL ENGINEERING & ENGINEERING GEOLOGY !tEC Liu V) JAN 111988 T. & G. Investments 3575 Kenyon Street San Diego, California 92110 Attention: Mr. Ted Tchang cnry o Job No Log No. 8-1036 SUBJECT: ADDITIONAL PAVEMENT RECOMMENDATIONS Loker Avenue East, Sea Lion Road, and Sea Otter Road Carlsbad Tract 74-21, Phase 2 Carsbad, California Gentlemen: Per our conversations with Doug Woods of T. & G. Investments and Dan Clark of the City of Carlsbad, we are providing additional pavement recommendations for Loker Avenue East, Sea Lion Road, and Sea Otter Road. The recommended sections are presented on Table I. The calculations are attached. We recommend that the upper')- 12 inches of pavement subggrade soils be scarified, moistened to near optimum conditions and compacted to a minimum 95 percent of ASTM D1557. Specifications for Class II Base should be taken from CALTRANS Section 26-1.02B. We recommend that you require the contractor or supplier to assure conformance with specifications. In addition, we recommend that testing be performed prior to placing base or subbase materials. It should be noted that testing may require 5 to 7 days. We recommend that all aggregate base and subbase be compacted to 95 percent of ASTM D1557. 6455 NANCY RIDGE DRIVE • SUITE 200 • SAN DIEGO, CALIFORNIA 92121 • (619) 587-0250 1 0 T. & G. Investments Job No. 05-7176-001-00-30 January 8, 1988 Log No. 8-1036 Page 2 If you have any questions, please feel free to contact the undersigned at your convenience. Very truly yours. SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. Robert M. Pintner Anthony . Belfast, P.E. C 40333 Staff Engineer Registration Expires: 3-31-91 Principal Engineer RMP/AFB/pb Attachment: Table I Distribution: (1) Addressee (1) City of Carlsbad NO. C 040333 9 TABLE I Class II Base Asphaltic Subgrade Concrete Street Station R-value Thickness Loker Avenue East El Fuerte Street 10 4" to Sta: 22+50 Loker Avenue East Sta: 22+50 8 4" to Sta: 29+50 Loker Avenue East Sta: 29+50 10 4" to Sta: 34+50 Loker Avenue East Sta: 34+50 8 4" to Sta: 42+00 Loker Avenue East Sta: 42+00 6 4" to Palomar Airport Road Sea Lion Road Loker Ave. East 8 4" to Sta: 2+25 Sea Lion Road Sta 2+25 10 4" to Cal-de-Sac Sea Otter Road All 10 4" 9 0 -2..----- tRVU.ONSULTING GROUP, INC. -: ______DATE: : IRVINE SOILS ENGINEERING. INC. : HIGHLAND TESTING LABORATORY. INC. IRVINE TESTING LABORATORY. INC. HIGHLAND SOILS ENGINEERING. INC. WENT: CONSTRUCTION TECHNOLOGY CONSULTANTS. INC. Z IRVINE LEASING GROUP SAN DIEGO SOILS ENGINEERING. INC. 2 GEOTECHNICAL INSTRUMENTATION SERVICES SUBJECT'P iC 114n- = AMERICAN INDEPENDEDNT LABORATORIES. INC. COASTAL VALLEY SOILS ENGINEERING. INC. / dba CONSTRUCTION LABORATORIES COASTAL VALLEY CONSTRUCTION LABORATORIES. INC. PAGE OF: 2. HIGHLAND GEOTECHNICAL CONSULTANTS. INC. : COASTAL VALLEY GEOTECHNICAL CONSULTANTS. INC. _______________ 4 -o' co YZ-C-T-~ Tl/ 4 . cp - C C I - if__. I - 202 U.1T1 0 — — — — — — — — — — - IIII iii I If t II1_ ! I'II II II I III thIQII(I:IIIIIIIIIIIIIII1IIIIII -- I I 1III:tIIIIIIIIIIIrIIIII I'1 Il I1II III fIIIiiIIiIII iLI hIlL I III ILilL I I cd 'fl Cl I I jt jII1 1 Ill 11 'I - - - (I hIiIi_hI I III IItItII II I I I I I I I - ±± _ I I I I I I 1 1 I I I I I I I U I 4 AN INE CONSULTING GRO UP, INC JOB NO.: DATE: BY: 0 IRVINE SOILS ENGINEERING, INC. 0 HIGHLAND TESTING LABORATORY, INC. O IRVINE TESTING LABORATORY, INC. 0 HIGHLAND SOILS ENGINEERING, INC. CLIENT: fl1 (71, O CONSTRUCTION TECHNOLOGY CONSULTANTS, INC. 0 IRVINE LEASING GROUP O SAN DIEGO SOILS ENGINEERING. INC. 0 GEOTECHNICAL INSTRUMENTATION SERVICES SUBJECT: ¼/'---- O AMERICAN INDEPENDEDNT LABORATORIES, INC. Cl COASTAL VALLEY SOILS ENGINEERING, INC. dba CONSTRUCTION LABORATORIES 0 COASTAL VALLEY CONSTRUCTION LABORATORIES, INC. O HIGHLAND GEOTECHNICAL CONSULTANTS, INC. Cl COASTAL VALLEY GEOTECHNICAL CONSULTANTS. INC. PAGE: OF: r- 6 —o(*O0 -71 / IHJE CONSULTING GROUP, INC. Woo DATE: : IRVINE SOILS ENGINEERING. INC. 0 HIGHLAND TESTING LABORATORY. INC. : IRVINE TESTING LABORATORY. INC. 0 HGHLAND SOILS ENGINEERING. INC. CLIENT: : CONSTRUCTION TECHNOLOGY CONSULTANTS. INC. C IRVINE LEASING GROUP : SAN DIEGO SOILS ENGINEERING. INC. C GEOTECHNICAL INSTRUMENTATION SERVICES SUBJECT: AMERICAN INOEPENOEDNT LABORATORIES. INC. C COASTAL VALLEY SOILS ENGINEERING. INC. aba CONSTRUCTION LABORATORIES 0 COASTAL VALLEY CONSTRUCTION LABORATORIES. INC. PAGE: OF: ________________ C HIGHLAND GEOTECHNICAL CONSULTANTS. INC. C COASTAL VALLEY GEOTECHNICAL CONSULTANTS. INC.________________ e .6:.........________ I :: 0032 1 . Jr