The URL can be used to link to this page

Home My WebLink AboutX2017-0429 - SoilsX2017-044 401 Newport Ce tier Dr NMG Geotechnical, Zinc. July 17, 2017 Project No. 17017-02 Grading Permit No. X2017-0429 To: Stantec Consulting, Inc. 38 Technology Drive, Suite 100 Irvine, California 92618 Attention: Mr. Mitch Thiessen Subject: Geotechnical Report of Observation and Testing during Construction of ADA and Parking Lot Improvements at Fashion Island, East of Macy's Store, City of Newport Beach, California Reference: NMG Geotechnical, Inc., 2017, Geotechnical Review of Precise Grading Plan for Proposed ADA Hardscape Improvements, Fashion Island, 799 Newport Center Drive, City of Newport Beach, California, Project No. 17017-01, dated April 28, 2017. INTRODUCTION In accordance with your request and authorization, NMG Geotechnical, Inc. (NMG) has provided geotechnical observation and testing services during construction of ADA and parking lot improvements at the subject site. The geotechnical services were provided from June 2 to June 29, 2017. The geotechnical observation and testing performed by NMG during construction was based on the requirements in the approved project report, specifications, and the project plans. Observation and testing for the subject site included: • Subgrade for curb and gutter, sidewalk, concrete pavers and ADA ramp; • Aggregate base for concrete pavers; and • Asphalt concrete. This report summarizes our services for the completed improvements and construction, presents the results of our observation and testing, and provides our conclusions. ATTACHMENTS Figure 1 — Field Density Test Location Map — Rear of Text Table 1— Summary of Laboratory Test Results — Rear of Text Table 2 — Summary of Field Density Test Results — Rear of Text 17991 Fitch • Irvine, California 92614 • PHONE (949) 442-2442 • FAX (949) 476-8322 • wivw.nmggeotechnical.com 17017-02 July 17, 2017 OBSERVATION AND TESTING METHODS Geotechnical observation and testing was conducted periodically throughout the duration of the project by representatives of NMG. Compacted subgrade, aggregate base and asphalt concrete were tested for relative compaction using ASTM Test Method D6938 (nuclear gauge). The maximum density and optimum moisture content of onsite soils were determined by ASTM Test Method D1557. Plant maximum densities were used for aggregate base and asphalt concrete. Laboratory test results are presented in Table 1. Field density test results are presented in Table 2, with the approximate test locations depicted on the Field Density Test Location Map (Figure 1). The precise grading plans, prepared by Stantec, were used as the base map to present the improvements observed and tested by NMG representatives. Subgrade for Curb and Gutter, Sidewalk, Concrete Pavers and ADA Ramp Generally, minor cuts and fills on the order of 1 foot or less were made to achieve subgrade. Subgrade materials were moisture -conditioned as needed, and compacted using a hand -operated mechanical compactor (Wacker). Subgrade materials were observed and tested to verify that a minimum relative compaction of 90 percent, with adequate moisture content, was achieved. Aggregate Base for Concrete Pavers Approximately 4 to 6 inches of aggregate base (AB) materials were placed for the concrete paver section. AB materials were moisture -conditioned to near -optimum moisture content and compacted using a vibratory roller and Wacker. Compacted AB was observed and tested to verify that a minimum relative compaction of 95 percent, with adequate moisture content, was achieved. Asphalt Concrete Full-time deputy asphalt inspection was provided during asphalt concrete (AC) placement. Prior to placement of AC, debris was removed and cold joints were tack -coated. In areas adjacent to the curb, AC was placed in full -depth. For the parking lot areas, existing pavement was cold - planed approximately 1.5 to 2 inches and capped with new AC. AC was compacted using a vibratory roller and vibratory plate. The measured AC temperature ranged from approximately 285 to 298 degrees Fahrenheit. Compacted asphalt concrete was observed and tested to verify that a minimum relative compaction of 95 percent was achieved. CONCLUSION To the extent we can infer from our observation and testing, we conclude that the subject work is geotechnically suitable for its intended use. The work was performed in substantial compliance with the project requirements and those of the city of Newport Beach. VO]i] 2 NMG 17017-02 July 17, 2017 LIMITATIONS NMG's conclusions regarding the adequacy of the earthwork and construction reported herein are inferred from periodic site observations, limited tests, data collected in the field, and information provided by the project participants. We provided our services to the typical standards of care of local geotechnical consultants, and as required by the city of Newport Beach. Our acceptance of the reported work is not a guarantee of the work; meeting the project specifications and code requirements is the responsibility of the contractor(s) performing the work. If you have any questions regarding this report, please contact our office. We appreciate the opportunity to provide our services. Respectfully submitted, NMG GEOTECHNICAL, INC. d Z No. 3071 'A i Reza Saberi, GE 3071 * 't Associate Engineer sp�0 CHN�GP�P �TFOF CAL\FOS DNG/RS/grd Distribution: (1) Addressee (E -Mail) (3) Ms. Mayra Rozales, Cuesta Construction (and E -Mail) 170717 3 NMG LEGEND LOCATIONS AREAPPROXIMATE O SG -10 Subgrade Test OAS -3 Aggregate Base Test • AC•13 Asphalt Concrete Test FIELD DENSITY TEST LOCATION MAP MACY'S - FASHION ISLAND CITY OF NEWPORT BEACH, CALIFORNIA Project Number: 17017-02 Project Name: Stantec / F.I. Macy's -ADA Date: 7/17/17 Figure 1 Base Map: Stantec NMG Geotechnical, Ir TABLE 1 SUMMARY OF LABORATORY TEST RESULTS Soil Type No. - Description FMetthod Maximum Density (pcf) Optimum Moisture Content (%) USCS s G/S/P 1 Reddish brown silty SAND 125.5 8.5 AB -1 Crushed Miscellaneous Base (Plant Max) 123.0 10.0 AC -1 Asphalt Concrete (Plant Max) 149.0 AC -2 Asphalt Concrete (Plant Max) 147.0 Test Method: [A] ASTM D1 557for Soil and Aggregate Base (Dry Density) [B] ASTM D1560 or CTM 308forAsphaltic Concrete (Hveem) [C] ASTM D1559 and ASTM D2726 for Asphaltic Concrete (Marshall) [DI CTM 216/231 (Wet Densi Notes: 1 — Classification of Soils for Engineering Purposes (Unified Soil Classification System —UCSC) 2 —Percentage Gravel / Sand / Fines (Based on Grain Size Anal sis) Maximum Density Test Results (FRM019 Rev.4) Project No: 17017-02 Project Name: Stantec/F.I.Macy's -ADA NMG TABLE 2 17017-02 SUMMARY OF FIELD DENSITY TEST RESULTS July 17, 2017 Stantec•1 F. /. Macy's -ADA z° m m :: 0 m O 2 0 W Approximate Location ° f u a a H �` a ._ d o �` 0 d Z 2 U > > E y 0 2 E > ._ E e m 3 c > u = n E U Remarks8 Comments - SG -1 CUGU 6/1/17 SG E/O MACYS N 10.7 113.8 1 8.5 125.5 91 SG -2 CUGU 6/1/17 SG E/O MACYS N 11.8 112.9 1 8.5 125.51 90 _ SG -3 RAMP 6/1/17 SG E/O MACYS N 10.2 115.0 1 8.5 125.5 92 SG -4 SDWK 6/1/17 SG E/O MACYS N 11.3 113.5 1 8.5 125.5 F 90 SG -5 CUGU 6/16/17 SG E/O MACYS N 12.2 114.3 1 8.5 125.5 91 SG -6 CUGU 6116/17 SG E/0 j MACYS N 10.6 116.1 1 8.5 125.5 93 _ SG -7 CUGU 6/16/17 SG E/O MACYS N 10.7 114.1 1 8.5 125.5 91 SG -8 CUGU 6/16/17 SG E/O MACYS N 9.7 112.5 1 8.5 125.5 90 SG -9 SDWK 6/16/17 SG E/O MACYS N 11.6 114.8 1 8.5 125.5 91 SG -10 SDWK _ 6116/17 SG E/O MACYS N 10.5 112.8 1 8.5 125.5 90 N AB -1 SDWK 6/6/17 AB E/O MACYS N .11.8 117.6 AB -1 10.0 123.0 96 AB -2 SDWK 6/6/17 A8 E/O MACYS N 12.4 116.9 AB -1 10.0 123.0 95 j AB -3 SDWK 6/21/17 AB E/O MACYS N 11.7 119.5 AB -1 10.0 123.0 97 N AC -1 PRKG 619/17 SLOT E/O MACYS N -- 143.7 AC -1 -- 149.0 96 AC -2 PRKG 6/9/17 SLOT E/O MACYS N -- 142.4 AC -1 -- 149.0 96 AC -3 PRKG 6/9/17 SLOT E/O MACYS N -- 142.8 .AC -1 -- 149.0 96 AC -4 PRKG 6/29/17 SLOT _ E/O MACYS N -- 142.1 1AC-2 -- 147.0 97 AC -5 PRKG 6129117 SLOT E/O MACYS N -- 141.4 AC -2 -- 147.0 96 _ AC -6 PRKG 6/29/17 SLOT E/0 MACYS N -- 142.6 IAC -2 - 147.0 97 AC -7 PRKG 6/29/17 CAP E/O MACYS N -- 143.7 AC -2 -- 147.0 98 AC -8 PRKG 6/29/17 CAP E/O MACYS N -- 141.9 AC -2 -- 147.0 97 AC -9 PRKG6/29/17 CAP E/0 MACYS N -- 143.0 AC -2 -- 147.0 97 AC -10 PRKG 6/29117 CAP E/O MACYS N -- 142.9 AC -2 -- 147.0 97 AC -11 PRKG 6/29117 CAP E/O MACYS N -- 140.8 AC -2 -- 147.0 j 96 AC -12 PRKG 6/29117 CAP E/O MACYS N -- 140.1 AC -2 -- 147.0 95 AC -13 PRKG 6/29/17 CAP E/O MACYS N -- 142.3 1AC-2 -- 147.0 97 I 170717 INMG Geotechnical, Inc. July 17, 2018 Project No. 17017-04 To: Stantec 38 Technology Drive, Suite 100 Irvine, California 92618 Attention: Mr. Mitch Thiessen Subject: Geotechnical Report of Observation and Testing during Construction of Parking Lot and ADA Improvements, Fashion Island, 401 Newport Center Drive, City of Newport Beach, California Reference: NMG Geotechnical, Inc., 2017, Geotechnical Review of Precise Grading Plan for Proposed ADA Hardscape Improvements, Fashion Island, 799 Newport Center Drive, City of Newport Beach, California, Project No. 17017-01, dated April 28, 2017. INTRODUCTION In accordance with your request and authorization, NMG Geotechnical, Inc. (NMG) has provided geotechnical observation and testing services during construction of parking lot and ADA improvements at the subject site. Observation and testing services included subgrade for sidewalk and curb -and -gutter, and asphalt concrete. The geotechnical observation and testing performed by NMG during construction was based on the approved project report, project specification and the project plans. This report presents the results of our observation and testing, and provides our conclusions. Please note that this report summarizes our services for the completed improvements and construction within the areas shown on Figure 1 (Sheet C10 of the overall Fashion Island ADA improvement precise grading plan, prepared by Stantec). A report for the remaining improvements within Fashion Island will be issued upon completion of construction. ATTACHMENTS Figure 1 — Field Density Test Location Map — Rear of Text Table 1— Summary of Laboratory Test Result — Rear of Text Table 2 — Summary of Field Density Test Results — Rear of Text 17994 Fitch o Irvine, California 92614 • PHONE (949) 442-2442 o FAX (949) 476-8322 • www.nmggeotechnical.com 17017-04 July 17, 2018 OBSERVATION AND TESTING METHODS Geotechnical observation and testing was conducted periodically throughout the duration of the project by representatives of NMG. Compacted subgrade and asphalt concrete were tested for relative compaction using ASTM Test Method D6938 (nuclear gauge). Maximum density and optimum moisture content of onsite soil was determined by ASTM Test Method D1557. A plant maximum density was used for asphalt concrete. Laboratory test results are presented in Table 1. Field density test results are presented in Table 2, with the approximate test locations depicted on the Field Density Test Location Map (Figure 1). The precise grading plan, prepared by Stantec, was used as the base map to present the approximate locations of improvements observed and tested by NMG representatives. Subgrade for Sidewalk and Curb -and -Gutter Generally, minor cuts and fills on the order of 1 foot or less were made to achieve subgrade. Subgrade materials were moisture -conditioned as needed, and compacted using a hand directed mechanical compactor (Wacker) and vibratory plate. Subgrade materials were observed and tested to verify that a minimum relative compaction of 90 percent, with adequate moisture content, was achieved. Subsequent to compaction, the subgrade soils for sidewalk improvements were moisture - conditioned, as recommended for expansive soils (NMG, 2017). Asphalt Concrete Full-time deputy asphalt inspection was provided during asphalt concrete (AC) placement. Prior to placement of AC, debris was removed and contact surfaces were tack -coated. For the parking lot areas, existing pavement was cold -planed approximately 2 to 3 inches and capped with new AC. Asphalt concrete was placed in full -depth for slot patch adjacent to curbs. AC was compacted using a vibratory roller, a Wacker, and a vibratory plate. Compacted asphalt concrete was observed and tested to verify that a minimum relative compaction of 95 percent was achieved. The measured AC temperature ranged from approximately 278 to 289 degrees Fahrenheit. CONCLUSION To the extent we can infer from our observation and testing, we conclude that the subject work is geotechnically suitable for its intended use. The work was performed in substantial compliance with the project requirements and those of the City of Newport Beach. LIMITATIONS NMG's conclusions regarding the adequacy of the earthwork and construction reported herein are inferred from periodic site observations, limited tests, data collected in the field, and information provided by the project participants. We provided our services to the typical standards of care of local geotechnical consultants, and as required by the City of Newport Beach. Our acceptance of the reported work is not a guarantee of the work; meeting the project 180717 2 NMG 17017-04 July 17, 2018 specifications and code requirements is the responsibility of the contractor(s) performing the work. If you have any questions regarding this report, please contact our office. We appreciate the opportunity to provide our services. Respectfully submitted, NMG GEOTECHNICAL, INC. (f f ( No. 3071 Reza Saberi, GE 3071 * cP" Principal Engineer s ��TECNN`c�A`P qTF OF CAl-SFO DNG/RS/je Distribution: (1) Addressee (E -Mail) (3) Ms. Mayra Rozales, Cuesta Construction (and E -Mail) 180717 3 NMG t � gapl- • C•SG3 I i TRIM FOac VIINr $G 2 Aal " •AC.6 / "dq. t I i I , LEGEND LOCATIONSAREAPPROXIMATE ® SG -6 Subgrade Test ® AC -7 Asphalt Concrete Test Base Map: Stantec FIELD DENSITY TEST LOCATION MAP Project Number: 17017-04 FASHION ISLAND ADA IMPROVEMENTS project Name: Stantec / FI ADA C10 I V / V iG 401 NEWPORT CENTER DRIVE Geotechnical, Inc. CITY OF NEWPORT BEACH, CALIFORNIA Date: 7/17/18 Figure 1 TABLE 1 SUMMARY OF LABORATORY TEST RESULTS Soil Type No. Description Test Method Maximum Density *0C%L. Optimum Moisture Content USCSt GIS/F1 1 Reddish brown clayey SAND A 125.0 9.5 AC -1 Asphalt Concrete (Plant Max) -- 148.0 Test Method: [A] ASTM DI557 for Soil and Aggregate Base (Dry Density) [B] ASTM D1560 or CTM 308 for Asphaltic Concrete (Hveem) [Cl ASTM D1559 and ASTM D2726 forAsphaltic Concrete (Marshall) [D] CTM 216/231 et Density) Notes: 1 — Classification of Soils for Engineering Purposes (Unified Soil Classification System — UCSC) 2 — Percentage Gravel / Sand / Fines Based on Grain Size Anal sis Maximum Density Test Results (FRM019 Rev.4) Project No: 17017-04 Project Name: Stantec / Fashion Island ADA NMG TABLE 2 17017-04 SUMMARY OF FIELD DENSITY TEST RESULTS July 17, 2018 Stantec /Fashion Island ADA zF. F 10 F �« > w . Approximate Location I o g (%) ' TO V (Pcf). " C2 (%) .p E ° qm O (pct) Y mE G V (/) Remarks & Commentsw SG -1 I CUGU 1 617/18 SG I SW OF TRUE FOOD N 10.6 1 114.7 1 9.5 1 125.0 1 92 SG -2 CUGU 6/7/18 SG SW OF TRUE FOOD N 11.3 117.2 1 9.5 125.0 94 SG -3 CUGU 6/7/18 SG W OF TRUE FOOD N 9.8 116.6 1 9.5 125.0 93 SG4 SDWK 6/12118 SG S OF TRUE FOOD N 14.2 112.6 1 9.5 125.0 90 SG -5 SDWK 6/12118 SG SW OF TRUE FOOD N 12.3 114.9 1 9.5 125.0 92 SG -6 SDWK 6/12118 SG W OF TRUE FOOD N 10.6 116.4 1 9.5 125.0 93 AGA PRKG 6/20/18 AC W OF TRUE FOOD N - 142.6 AC -1 148.0 96 AC -2 I I PRKG 6/20/18 AC SW OF TRUE FOOD N - 141.7 AC -1 148.0 96 AC -3 PRKG 6120/18 AC SW OF TRUE FOOD N -- 142.9 AG -1 148.0 97 AC-4PRKG 6/20118 AC SW OF TRUE FOOD N -- 143.6 AC -1 148.0 97 AC -5 PRKG 6/20118 AC SW OF TRUE FOOD N -- 144.0 AC -1148.0 97 AC -6 PRKG 6/20/18 AC SW OF TRUE FOOD N - 142.7 AC -1 148.0 98 AG7 PRKG 6/20/18 AC S OF TRUE FOOD N -- 141.5 AC -1 148.0 96 180717 NMG Geotechnical, Inc. June 14, 2019 Project No. 17017-01 Permit No.: X2017-0429 To: Stantec 38 Technology Drive, Suite 100 Irvine, California 92618 Attention: Mr. Mitch Thiessen Subject: Supplemental Geotechnical Report of Observation and Testing during Construction of Parking Lot and ADA Improvements at Fashion Island, Phase 1, 401 Newport Center Drive, City of Newport Beach, California INTRODUCTION In accordance with your request and authorization, NMG Geotechnical, Inc. (NMG) has provided geotechnical observation and testing services during construction of parking lot and ADA improvements (Phase 1) at Fashion Island in the city of Newport Beach, California. The geotechnical services included in this report were provided from January 28 to February 19, 2019. The geotechnical observation and testing performed by NMG during construction was based on the approved project report, project specifications, and project plans. Observation and testing for the subject site included: • Subgrade for sidewalk; • Aggregate base for parking lot; and • Asphalt concrete. This report summarizes our services for the completed improvements and construction, presents the results of our observation and testing, and provides our conclusions. Please note that we had issued other reports for the Phase 1 ADA improvements, which are referenced in this report. ATTACHMENTS References — Rear of Text Table 1 — Summary of Laboratory Test Results — Rear of Text Table 2 — Summary of Field Density Test Results — Rear of Text Figures 1 and 2 — Field Density Test Location Maps — Rear of Text 17991 Fitch o Irvine, California 9261.4 • PHONE (949) 442-2442 • FAX (949) 476-8322 • www.nmggeotechnical.com 17017-01 June 14, 2019 OBSERVATION AND TESTING METHODS Geotechnical observation and testing were conducted periodically throughout the duration of the project by representatives of NMG. Compacted subgrade, aggregate base and asphalt concrete were tested for relative compaction using ASTM Test Method D6938 (nuclear gauge). Maximum density and optimum moisture content of onsite soils were determined by ASTM Test Method D1557. Plant maximum densities and optimum moisture content of aggregate base and asphalt concrete were used. Laboratory test results are presented in Table 1. Field density test results are presented in Table 2, with the approximate test locations depicted on the Field Density Test Location Maps (Figures 1 and 2). The precise grading plan, prepared by Stantec, was used as the base map to present the improvements observed and tested by NMG representatives. Subgrade for Sidewalk Generally, minor cuts on the order of 1 foot or less were made to achieve subgrade. Subgrade materials were observed, probed and tested to verify that a minimum relative compaction of 90 percent, with adequate moisture content, was achieved. Aggregate Base for Parking Lot Aggregate base (AB) material was placed for the structural pavement section within the parking stalls south of Roy's Hawaiian Fusion. Aggregate base materials were moisture -conditioned to near -optimum moisture content and compacted using a hand -operated mechanical compactor (Wacker) and vibratory plate. Compacted AB was observed and tested to verify that a minimum relative compaction of 95 percent, with adequate moisture content, was achieved. Asphalt Concrete Full-time deputy asphalt inspection was provided during asphalt concrete (AC) placement. Prior to placement of AC, debris was removed and cold joints were tack -coated. In areas adjacent to the curb, AC was placed in full -depth. For the parking stalls south of Roy's Hawaiian Fusion, new AC was placed over compacted AB. The adjacent AC pavement areas were cold -planed approximately 1.5 to 2 inches and capped with new AC. Asphalt concrete was compacted using a vibratory roller, Wacker and vibratory plate. Compacted AC was observed to verify that a minimum relative compaction of 95 percent was achieved. The measured AC temperature ranged from approximately 293 to 320 degrees Fahrenheit. 190614 2 NMG 17017-01 June 14, 2019 CONCLUSION To the extent we can infer from our observation and testing, we conclude that the subject work is geotechnically suitable for its intended use. The work was performed in substantial compliance with the project requirements and those of the City of Newport Beach. LIMITATIONS NMG's conclusions regarding the adequacy of the earthwork and construction reported herein are inferred from periodic site observations, limited tests, data collected in the field, and information provided by the project participants. We provided our services to the typical standards of care of local geotechnical consultants, and as required by the City of Newport Beach. Our acceptance of the reported work is not a guarantee of the work; meeting the project specifications and code requirements is the responsibility of the contractor(s) performing the work. If you have any questions regarding this report, please contact our office. We appreciate the opportunity to provide our services. Respectfully submitted, OpµOFESS101V Pei �Ep R NMGG GGEEOTECHNICAL, INC. No. 3071 A Reza Saberi, GE 3071 * c Qy Principal Engineer s �CTECHN�C OF CA0- DNG/RS/je Distribution: (1) Addressee (E -Mail) (3) Mr. Cody Braly, Cuesta Construction Company (includes copies for submittal to City of Newport Beach) 190614 J NMG 17017-01 June 14, 2019 REFERENCES NMG Geotechnical, Inc., 2017a, Geotechnical Review of Precise Grading Plan for Proposed ADA Hardscape Improvements, Fashion Island, 799 Newport Center Drive, City of Newport Beach, California, Project No. 17017-01, dated April 28, 2017. NMG Geotechnical, Inc., 2017b, Geotechnical Report of Observation and Testing during Construction of ADA and Parking Lot Improvements at Fashion Island, East of Macy's Store, City of Newport Beach, California, Project No. 17017-02, dated July 17, 2017. NMG Geotechnical, Inc., 2017c, Geotechnical Report of Observation and Testing during Construction of Parking Lot and ADA Improvements, Fashion Island, 401 Newport Center Drive, City of Newport Beach, California, Project No. 17017-04, dated July 17, 2017. NMG Geotechnical, Inc., 2017d, Geotechnical Report of Observation and Testing during Construction of ADA and Parking Lot Improvements at Fashion Island, Phase 1, 401 Newport Center Drive, City of Newport Beach, California, Project No. 17017-03, dated October 24, 2017. 190614 NMG TABLE 1 SUMMARY OF LABORATORY TEST RESULTS Soil Type No. Description Test Method Maximum Density c Optimum Moisture Content % USCS' G/S/F °/, 1 Reddish brown silty SAND A 125.5 8.5 AB -1 Crushed Miscellaneous Base (Plant Max) 127.0 8.5 AC -6 Asphalt Concrete (Plant Max) 149.0 -- AC-7 Asphalt Concrete (Plant Max) 147.0 AC -8 Asphalt Concrete (Plant Max) 149.0 AC -9 Asphalt Concrete (Plant Max) 149.0 AC -11 Asphalt Concrete (Plant Max) 149.0 AC -12 Asphalt Concrete (Plant Max) 147.0 Test Method: [A] ASTM D1557 for Soil and Aggregate Base (Dry Density) [B] ASTM D1560 or CTM 308 forAsphaltic Concrete (Hveem) [Cl ASTM D1559 and ASTM D2726 for Asphaltic Concrete (Marshall) CTM 216/231 et Density) Notes: 1 — Classification of Soils for Engineering Purposes (Unified Soil Classification System — UCSC) 2 — Percentage Gravel / Sand / Fines (Based on Grain Size Analysis) Maximum Density Test Results (FRM019 Rev.4) Project No: 17017-01 Project Name: Stantec / FI ADA NMG TABLE 2 17017-01 SUMMARY OF FIELD DENSITY TEST RESULTS June 14, 2019 Stantec / Fashion Island ADA d 2 H ° F P% o H O£ 2 Approximate Location _.o o u$ f..� gam.. a y iI o 2 a -m c �. u O c U E.a E ;_ a o O g =F K c m ?!z % 10 u °' o:•. c U Remarks & Comments SG -35 SDWK 2/11/19 SG S OF SAN MIGUEL DR N 11.8 115.2 1 8.5 125.5 92 SG -36 SDWK 2/11/19 SG S OF SAN MIGUEL DR N 11.7 115.0 1 8.5 125.5 92 SG -37 CUGU 2/11/19 SG S OF SAN MIGUEL DR N 12.0 115.5 1 8.5 125.5 92 AB -1 PRKG 2/19/19 AS S OF ROYS HAWAIIAN N 10.2 121.2 AB -1 8.5 127.0 95 AB -2 PRKG 2/19/19 AB S OF ROYS HAWAIIAN N 10.0 121.0 AB -1 8.5 127.0 95 AC -1 THROUGH AC -19 NOT USED FOR PHASE 1 IMPROVEMENTS AC -201 I PRKG 1/28/19 AC NW OF FLEMING'S N -- 142.4 AC -6 -- 149.0 96 AC -21 PRKG 1/28/19 AC NW OF FLEMING'S N -- 143.1 AC -6 -- 149.0 96 PRKG 1/28/19 AC NW OF FLEMING'S N -- 140.6 AC -7 -- 147.0 96 PRKG 1/28/19 AC NW OF FLEMING'S N -- 142.7 AC -6 -- 149.0 96 JAC-25 PRKG 1/28/19 AC NW OF FLEMING'S N -- 140.1 AC -7 -- 147.0 95 PRKG 1/28/19 AC NW OF FLEMING'S N -- 143.3 AC -6 -- 149.0 96 PRKG 1/28/19 AC NW OF FLEMING'S N -- 139.9 AC -7 -- 147.0 95 AC -27 PRKG 1/29/19 AC NW OF FLEMING'S N -- 141.8 AC -8 -- 149.0 95 AC -28 PRKG 1/29/19 AC NW OF FLEMING'S N -- 142.5 149.0 96 AC -29 PRKG 1/29/19 AC NW OF FLEMING'S N -- 141.7 149.0 95 AC -30 PRKG 1/29/19 AC NW OF FLEMING'S N -- 141.0 149.0 96 AC -31 PRKG 1/29/19 AC NW OF FLEMING'S N -- 142.8 1AC-8-- 149.0 96 AC -32 PRKG 1/29/19 AC NW OF FLEMING'S N -- 143.0 149.0 96 AC -33 PRKG 1/29/19 AC NW OF FLEMING'S N -- 142.6 149.0 96 AC -34 PRKG 1/29/19 AC NW OF FLEMING'S N -- 143.3 149.0 96 AC -35 PRKG 1/29/19 AC NW OF FLEMING'S N -- 142.5 149.0 96 AC -36 THROUGH AC -48 NOT USED FOR PHASE 1 IMPROVEMENTS AC -47 PRKG 2/19/19 AC S OF ROYS N -- 142.6 AC -11 -- 149.0 96 AC -48 PRKG 2/19/19 AC S OF ROYS N -- 141.8 AC -11 -- 149.0 95 AC -49 PRKG 2/19/19 AC S OF ROYS N -- 142.9 AC -11 -- 149.0 96 AC -50 PRKG 2/19/19 AC S OF ROYS N -- 143.1 AC -11 - 149.0 96 AC -51 PRKG 2/19/19 AC SOF ROYS N -- 140.7 AC -12 -- 147.0 96 AC -52 PRKG 2/19/19 AC S OF ROYS N -- 141.2 AC -12 -- 147.0 96 AC -53 PRKG 2/19/19 AC S OF ROYS N -- 141.0 AC -12 -- 147.0 96 190614 e � cA m v � �_ P6 LEGEND ALL LOCATIONSAREAPPROXIMATE AC -53 • ASPHALT CONCRETE TEST AB -2 • ASPHALT CONCRETE TEST 0SG-37 SUBGRADE TEST FIELD DENSITY TEST LOCATION MAP FASHION ISLAND ADA IMPROVEMENTS 401 NEWPORT CENTER DRIVE CITY OF NEWPORT BEACH, CALIFORNIA a 1\ law._wo OAC 34 s ril B1AC 27D� sAC- t33 � II II i Ii i a. 72 m m �� eaxaPe Irs�,� I N' fW0 � 101N'E W Wrs \ � 1 nrs Project Number: 17017-01 Project Name: Stantec / FI ADA Date: 6/14/19 FuUMI-. S ICWL 9TeAK FIoU,E Figure 1 Not To Scale Base Map: Stantec NMG Geotechnical, Inc. LEGEND ALL LOCATIONSAREAPPROXIMATE AC -53 • ASPHALT CONCRETE TEST AB -2 • ASPHALT CONCRETE TEST 0SG-37 SUBGRADE TEST FIELD DENSITY TEST LOCATION MAP FASHION ISLAND ADA IMPROVEMENTS 401 NEWPORT CENTER DRIVE CITY OF NEWPORT BEACH, CALIFORNIA a 1\ law._wo OAC 34 s ril B1AC 27D� sAC- t33 � II II i Ii i a. 72 m m �� eaxaPe Irs�,� I N' fW0 � 101N'E W Wrs \ � 1 nrs Project Number: 17017-01 Project Name: Stantec / FI ADA Date: 6/14/19 FuUMI-. S ICWL 9TeAK FIoU,E Figure 1 Not To Scale Base Map: Stantec NMG Geotechnical, Inc. - Roy's Hawaiian Fusion c ; ,1 OIL a V,ywnrn \'2.12 es9 dr.� AC 51 JIB Ak st Not To Scale I Base Map: Stantec FIELD DENSITY TEST LOCATION MAP Project Number: 17017-01 �� FASHION ISLAND ADA IMPROVEMENTS project Name: Stantec/ FI ADA 401 NEWPORT CENTER DRIVE Geotechnical, Inc. CITY OF NEWPORT BEACH, CALIFORNIA Date: 6/14/19 Figure 2 r ; ,1 i Not To Scale I Base Map: Stantec FIELD DENSITY TEST LOCATION MAP Project Number: 17017-01 �� FASHION ISLAND ADA IMPROVEMENTS project Name: Stantec/ FI ADA 401 NEWPORT CENTER DRIVE Geotechnical, Inc. CITY OF NEWPORT BEACH, CALIFORNIA Date: 6/14/19 Figure 2 r ; ,1 Not To Scale I Base Map: Stantec FIELD DENSITY TEST LOCATION MAP Project Number: 17017-01 �� FASHION ISLAND ADA IMPROVEMENTS project Name: Stantec/ FI ADA 401 NEWPORT CENTER DRIVE Geotechnical, Inc. CITY OF NEWPORT BEACH, CALIFORNIA Date: 6/14/19 Figure 2