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Home My WebLink AboutFIELD DENSITY TEST REPORT-77-,13 - r " ANDERSEN ANDRE COnJJLTING ENGINEERS; INC. 834 SW Swan Avenue Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com SCANNED BY FIELD DENSITY TEST REPORT L V PROJECT: Sedona - Phase 1 FILE NO: 17-242 Fort Pierce, Florida RECEIVED REPORT NO: 39 REPORTED TO: Edwards Landing, LLC JUN 0 6 2018 JPERIVI&O 1T10-0073 ST. Lucie County, Permitting Culp a CC: Culpepper & Terpening,Inc. DATE OF TEST(S): 4/6/2018 PAGE NO.: 1 OF 1 TEST NO. Multi -Family (T-13) Building (3156 to 3166 Momingdew Lane), MDR MOISTURE DRY PERCENT DEPTH Backfill Around Perimeter of Floor Slab NO. CONTENT% DENSITY COMPACTION LOCATION 1 Center of north side of slab 2577 8.7 111.4 99 0 to -1 T GA 2 Center of west side of slab 2577 8.4 111.7 99 0 to -1 T GA 3 Center of south side of slab 2577 9.2 112.0 100 0 to -12" GA 4 Center of east side of slab 2577 8.8 111.7 99 0 to -12" GA C�� DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 98 PERCENT. '• RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS FIELD TEST: r ASTM D-2937 r ASTM 0-2922 r ASTM D-2167 r ASTM D-1556 TECHNICIAN: KS REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE ASTM MAX. OPTIMUM GA= SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SEC11ON MDR NO. TEST METHOD DENSITY MOISTURE PSSG= STABILIZED SUBGRADE PB=PAVEMENT BASE CONTENT IRS = ROADWAY NSSG = NON STABILIZED SUBGRADE 2577 D1557 112.5PCF 10.4% SBP = SOIL BELOW PAVEMENT TOP =TOP OF PIPE BOP = BOTTOM OF PIPE BOB = BOTTOM OF STRUCTURE OTHER: David P. Andre, P.E. Fla. Reg. No. 53969 AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND CURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUrHORUATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 834 SW Swan Avenue Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax:772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Sedona - Phase 1 FILE NO: 17-242 RECEIVED Fort Pierce, Florida REPORT NO: 26 (REVISED) MAR 2 S 2019 REPORTED TO: Edwards Landing, LLC PERMIT NO: 1710-0073 ST, Lucie County, Permitting CC: Culpepper & Terpening, Inc. DATE OF TEST(S): 3/16/2018 PAGE NO.: 1 OF 1 Multi -Family Building (3156 to 3166 Morningdew Lane), Floor Slab MDR MOISTURE DRY PERCENT DEPTH TEST NO, and Footing Subgrade NO. CONTENT % DENSITY COMPACTION LOCATION 1 e'SE of NW Comer of Slab 2589 10.2 110.3 98 0 to-12" FS 2 12'E and 5'N of SW Corner of Slab 2589 8.7 110.4 98 0 to-12" FS 3 6'NW of SE Corner of Slab 2589 8.9 110.2 97 0 to -12" FS 4 1 O'SW of NE Corner of Slab 2589 8.5 110.4 98 0 to -12" FS 5 5'E of NW Comer of Slab, CL of Footing 2589 10.4 110.7 98 0 to -12" F 6 Center of South Side of Slab, CL of Footing 2589 10.0 110.5 98 0 to -12" F 7 SN of SE Corner of Slab, CL of Footing 2589 9.7 110.8 98 0 to-12" F 8 5'W of NE Corner of Slab, CL of Footing 2589 10.3 110.6 98 0 to -12" F • DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 98 PERCENT. " RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS FIELDTEST: r ASTM D-2937 I✓ ASTM D-2922 r ASTM D-2167 r ASTM D-1556 TECHNICIAN: KS REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F= SOIL DIRECTLY BELOW FOOTING FS= FLOOR SLAB SUBGRADE OPTIMUM GA= SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION MDR NO. ASTM MAX. MOISTURE PSSG = STABIUZED SUBGRADE PB=PAVEMENT BASE TEST METHOD DENSITY CONTENT RS=ROADWAY NSSG = NON STABILIZED SUBGRADE 2589 D1557 113.1PCF 12.2% SBP = SOIL BELOW PAVEMENT TOP =TOP OF PIPE BOP= BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: David P. Andre, P.E. Fla. Reg. No. 53969, AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTSARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS ANDAUrHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL TWA �. �J�4L P `•` ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 834 SW Swan Avenue Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Sedona - Phase 1 FILE NO: 17-242 Fort Pierce, Florida RECEIVED REPORT NO: 26.A REPORTED TO: Edwards Landing, LLC PERMIT NO: 1710-0073 MAR 2 S 2018 CC: Culpepper & Terpening, Inc. ST. Lucie County, P6rmltNng DATE OF TEST(S): 3/28/2018 PAGE NO.: 1 OF 1 TEST NO. Multi -Family Building (3156 to 3166 Morningdew Lane), Floor Slab and Footing Subgrade MDR NO. MOISTURE CONTENT% DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 6'NW of SE Corner of Slab (Retest from 3/16118) 2589 9.0 111.2 98 0 to -12" FS ` DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 98 PERCENT. •• RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS FIELD TEST: r ASTM D-2937 r ASTM D-2922 r- ASTM D-2167 r ASTM D-1556 TECHNICIAN: KS REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE OPTIMUM MDR NO. ASTM MOISTURE TEST METHOD DENSITY CONTENT GA= SOIL IN GENERAL COMPACTED AREA PSSG= STABILIZED SUBGRADE IRS =ROADWAY PAV = SOIL BELOW STABILIZED SECTION PS=PAVEMENT BASE NSSG= NON STABILIZED SUBGRADE 2589 D1557 113.1 PCF 12.2 % SEP = SOIL BELOW PAVEMENT TOP =TOP OF PIPE BOP= BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: David P. Andre, P.E. Fla. Reg: No. 53969 AS A MUTUAL PROTECTION TO CLIENTS, THE PUBUC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL: £, 1 �• #IDS(, 4. 7-<3 ANDERSEN ANDRE Car.sULTING ENGINEERS, INC. FIELD DENSITY TEST REPORT 834 SW Swan Avenue Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807.9192 www.aaceinc.com PROJECT: Sedona - Phase 1 FILE NO: 17-242 Fort Pierce, Florida RECEIVED REPORT NO: 39 REPORTED TO: Edwards Landing, LLC APR 13 2018 NO: 1r.1__OA_7,3 CC: Culpepper & Terpening, Inc. ST. Lucie County, Permitting DATE OF TESTIS): 4/6/2018 PAGE NO.: 1 OF 1 TEST NO. Multi -Family (T-13) Building (3166 to 3166 Morningdew Lane), Backfill Around Perimeter of Floor Slab MDR NO. MOISTURE CONTENT% DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 Center of north side of slab 2577 8.7 111.4 99 0 to -12" GA 2 Center of west side of slab 2577 8.4 111.7 99 0 to -12" GA 3 Center of south side of slab 2577 9.2 112.0 100 0 to -12" GA 4 Center of east side of slab 2577 8.8 111.7 99 0 to -12" GA IL ' DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 98 PERCENT. " RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS FIELD TEST: r A.STM D-2937 i✓ ASTM D-2922 r ASTM D-2167 r ASTM D-1556 TECHNICIAN: KS REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE ASTM MAX. OPTIMUM MDR NO. TESTMETHOD DENSITY MOISTURE CONTENT GA= SOIL IN GENERAL COMPACTEDAREA PAV = SOIL BELOW STABILIZED SECTION PSSG= STABILIZED SUBGRADE PB=PAVEMENT BASE IRS =ROADWAY NSSG = NON STABILIZED SUBGRADE 2577 D1557 112.5PCF 10.4% SEP= SOIL BELOW PAVEMENT TOP =TOP OF PIPE BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: -David P. Andre, P.E. Fla. Reg. No. 53969 ASA MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORRATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL `5 ANDERSEN ANDRE CONSULTING ENGINEERS, INC. Port St. 4983 9192 IFLI L LI Phone: 771 607 919 1W Swan Avenue L Fww.aacei cie, Florida .com FIELD DENSITY TEST REPORT br.2Vr� 11 �� aa13 _ PROJECT: Sedona - Phase 1 Fort Pierce, Florida L='!-b'!4!Itting REPORTED TO: Edwards Landing, LLC PERMIT NO: 1710.0073 CC: Culpepper & Terpening, Inc. - DATE OF TEST(S): 3/16/2018 PAGE NO.: 1 OF 1 TEST NO. Multi.Famlty Building (3156 to 3166 Momingdew Lane), Floor Slab MDR MOISTURE DRY PERCENT DEPTH and Footing Subgrade NO. CONTENT % DENSITY COMPACTION LOCATION 1 e'SEofNWComerof Slab 2589 10.2 110.3 98 0to-12"FS 2 12'E and VN of SW Comer of Slab 2589 8.7 110.4 88 0 to -12" FS 3 e'NW of SE CDmerof Slab 2589 8.9 110.2 9 0to-12"FS 4 10'SW of NE Comerof Slab 2589 8.6 110A 08 Oto-12"FS 5 5'E of NW Comer of Slab, CL Of FooUng 2589 10.4 110.7 96 0 to -12" F 6 Center of South Side of Slab. CL of Footing 2589 10.0 110.5 98 0 to -1P" F 7 5'N of SE Comer of Slab, CL of Footing 2589 9.7 110.8 96 0 to -12" F 8 5'W of NE Comer of Slab, CL of Footing 2589 10.3 110.8 98 0 to -02' F • DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 95 PERCENT. •• RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS FIELD TEST: F'" ASTM D-2937 F ASTM D-2922 r ASTM D-2167 r ASTM D-1556 TECHNICIAN: KS REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE OPTIMUM GA= SOIL IN GENERAL COMPACTED AREA PAV=SOIL BELOW STABILIZED SECTION ASTM MAX MDR No. MOISTURE PSSG=STABILQEDSUBGRADE PB=PAVEMENTBASE TEST ETHOD DENSITY CONTENT RS=ROADWAY NSSG = NON STABI17EDSLBGRADE 2589 D1557 113.1PCF 12.2% SBP= SOIL BELOrYPAVEMENT TOP =TOP OF PIPE BOP=BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: ST. LUCIE COUNTY BU$DEd6 HMS ON Pre•Revle►ved Not 1n Compliance ^, Revielved By, David P. Andre, FW. Date: Q Fla Reg. No. 53011 ARA kATrUALPROTECTION TO CLIENTe,THE PifEMAND OURSELVES, ALL REPOMARE SUSMr EO AST WO OENM PROPERTYOFCLIENT' FOR W3U=ONOFSTAT ENTS,CONCLUSIONSORMRACT8 FRONORREOMORt000RRE'ORM[S RESERVED PENDING OUR Wf(I�i �D P. ANON///i No 53969 '. RSeTA13iE OF %/4�,' 'i �ONA`t 0� �\\� AwijERSEN ANDRE CONSULTING ENGINEERS, INC. 834 SW Swan Avenue Port St. Lucie, Florida 34983 Phone:772-807-9191 Fax:772-807-9192 www.aaceinc.com MOISTURE -DENSITY RELATIONSHIPS PROJECT: Sedona PUD Phase 1 FILE NO: 17-242 Fort Pierce, St. Lucie County REPORT NO: 6 REPORTED TO: Edwards Landing, LLC PERMIT NO: CC: Culpepper & Terpening ■■■■■■■■■■■■■■��■■■■■■■ , ■■■■■■■■■■■■M■■■■U M■■■■ OPTIMUM WATER ■■■■■■■■■■■■■■■■■■■WIN■■- ■■■■■■■■■■■■■■■■■■■■■ 01 ■■■■■■■■■■■■■■■■■■■■■■��■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■EMM■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■\\\\■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\\■■■ . SAMPLE NO: DESCRIPTION: DATE SAMPLED: DATE TESTED: ek-1:1;:] 3/16/2018 11/15/1900 SAMPLE LOCATION: Composite of Pad Fill 3156-3166 Momin dew Ln. fine sand BY: KS BY: SM �ON'.AmERS- - .`` Peter G. Mdew Fla. Reg. ft 5;g9t6 : •' 13 ; STATE OF EDPENDING PROPERTY OUROF DAUTHORRATION W'FgbR10P •0 ��V//.S1ONA1.