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HomeMy WebLinkAboutCT 74-21; CARLSBAD OAKS BUSINESS PARK; ADDITIONAL PAVEMENT RECOMMENDATIONS; 1987-12-09cr 'TEl'E SAI Pi 117 01.) (0 p cT*21 1E (CIE1 Y.Eff Z 'J DIEGO GEOTEG}31'tJCAL CONSULTANTS, INC. SOIL ENGINEERI4 &tEIGJdF1G GEOLOGY CITY LPiCij r 4D T. & G. Investments 3575 Kenyon Street San Diego, California 92110 Attention: Mr. Ted Tchang Job No. 05-7176-001-00-30 Log No. 7-2629 SUBJECT: ADDITIONAL PAVEMENT RECOMMENDATIONS CT 74-21, Phase 2 Loker Avenue East, Sea Otter Road and Sea Lion Road rp Carlsbad Oaks Business Center East Carlsbad, California Gentlemen: As requested by Dan Clark of the City of Carlsbad, we are providing pavement sections based on an R-value of 6. These recommended sections should be used in the areas where our previous testing indicated an R-value of less than 10. The section is as follows: 4 inches Asphaltic Concrete over 151/2 inches Class II Base or 4 inches Asphaltic Concrete over (o inches Class II Base over 12 inches Class II Subbase We recommend that the upper 8 - 12 inches of pavement subgrade 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. Subbase specifications should be from CALTRANS 6455 NANCY RIDGE DRIVE • SUITE 200 • SAN DIEGO, CALIFORNIA 92121 • (619) 587-0250 T. & G. Investments Job No. 05-7176-001-00-30 December 9, 1987 Log No. 7-2629 Page 2 Section 25-1.02A. 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. If you have any questions, please feel free to contact the undersigned at your convenience. Very truly yours, SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. ~Ro?bae'rg~t~M~.PP'in4tnZer Cnt:h;ony F. elfast, P.E. C 40333 Staff Engineer Registration Expires: 3-31-91 Chief Engineer RMP/AFB/pb I. Distribution: (1) Addressee (1) City of Carlsbad C 040333 CIV%. IRVINE SOILS ENGINEERING. INC. IRVINE TESTING LABORATORY, INC. O CONSTRUCTION TECHNOLOGY CONSULTANTS, INC. O SAN DIEGO SOILS ENGINEERING, INC. O AMERICAN INDEPENDEDNT LABORATORIES, INC. dba CONSTRUCTION LABORATORIES O HIGHLAND GEOTECHNICAL CONSULTANTS, INC. Wj - OB NO.: __________ DATE: BY: O HIGHLAND TESTING LABORATORY, INC. ,.y O HIGHLAND SOILS ENGINEERING, INC. CLIENT: 0 IRVINE LEASING GROUP GEOTECHNICAL INSTRUMENTATION SERVICES SUBJECT: &V'L- J4 0 COASTAL VALLEY SOILS ENGINEERING, INC. O COASTAL VALLEY CONSTRUCTION LABORATORIES. INC. PAGE: / OF: Z O COASTAL VALLEY GEOTECHNICAL CONSULTANTS, INC. *NE CONSULTING GROUP, INC - - - - - -, - - - - - - - Mimi 1111iii! - I -L----- I II I II I III IIIIIJI I I II _____ ILl ii ou r 1 1l!ii :IIIIIr II:II:I;I IiIIIIl IITI:IirL:ItI1EIIITI±:fhIIJ: ---HH-H+--- us Ci @/r iI IIIlIIII'I - ji 1 lI' ILIIi I IlL I I & • •NE CONSULTING GROUP, INC. •j0BNO ______DATE: I — BY: Di IRVINE SOILS ENGINEERING, INC. 0 HIGHLAND TESTING LABORATORY. INC. Cl IRVINE TESTING LABORATORY, INC. 0 HIGHLAND SOILS ENGINEERING, INC. CLIENT: O CONSTRUCTION TECHNOLOGY CONSULTANTS, INC. 0 IRVINE LEASING GROUP O SAN DIEGO SOILS ENGINEERING. INC. 0 GEOTECHNICAL INSTRUMENTATION SERVICES SUBJECT: 0 AMERICAN INDEPENDEDNT LABORATORIES, INC. 0 COASTAL VALLEY SOILS ENGINEERING. INC. dba CONSTRUCTION LABORATORIES 0 COASTAL VALLEY CONSTRUCTION LABORATORIES, INC 0 HIGHLAND GEOTECHNICAL CONSULTANTS, INC. 0 COASTAL VALLEY GEOTECHNICAL CONSULTANTS, INC. PAGE: "- OF: 7e--___