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Home My WebLink AboutFIELD DENSITY TEST REPORT12)OZ— 053A 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 ``,, 'YUnO�l REPORT NO: 62 REPORTED TO: Edwards Landing, LLC ion? Q3NNVOS CC: Culpepper & Terpening, Inc. DATE OF TEST(S): 0612012018 PAGE NO.: 1 OF 1 Floor Slab and Footing Subgrade, _f: g. T-15, 318� 2 19�3192 MDR MOISTURE DRY PERCENT DEPTH TEST NO. Momingdew Lane NO. CONTENT% DENSITY COMPACTION LOCATION 1 18'S & 10'W of NEC of Pad 2589 12.8 111.1 98 0 to -12" FS 2 25'S & 32'W of NEC of Pad 2589 12.1 110.6 98 0 to -1P" FS 3 22'S & WE of NWC of Pad 2589 11.8 111.3 98 0 to -12" FS 4 1 O'S & 25'W of NEC of Pad 2589 12.4 110.8 98 0 to -12" F 5 Center of Pad 2589 11.9 110.9 98 0 to -12" F 6 24'S & 22'E of NWC of Pad 2589 12.8 110.6 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 FIELD TEST: r ASTM D-2937 r7 ASTM D-2922 r ASTM D-2167 (— ASTM D-1556 TECHNICIAN: RL 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 = STABILIZED SUBGRADE PB=PAVEMENT BASE MET TEST METHOD DENSITY CONTENT IRS =ROADWAY NSSG = NON STABILIZED SUBGRADE 2589 D1557 113.1 PCF 12.2 /o SBP = SOIL BELOW PAVEMENT TOP =TOP OF PIPE SOD =BOTTOM OF PIPE BOS= BOTTOM OF STRUCTURE OTHER: I Peter G. Andersen, P.E. Fla. Reg. No. 57956 AS A MUTUAL PROTECTION TO CUENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CUENTS AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL _ _ r AACE A1uno0 apnq •4S 4U@UX 2daO 6ul8lw,ad 610d 9 0 03J - clwaoaa ANDERSEN ANDRE CONSULTING 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 REPORT N0: 52 (REV) REPORTED TO: Edwards Landing, LLC �f, RlURO <PMMIT N0:�18020532 Oa»p7,� �8 CC: Culpepper & Terpening, Inc. DATE OF TESTIS): 08/20/2018 PAGE NO.: 1 OF 1 Floor Slab and Footing Subgrade, Bldg. T-15, 3200-8210 MDR MOISTURE DRY PERCENT DEPTH TEST NO. Momingdew Lane NO. CONTENT % DENSITY COMPACTION LOCATION 1 181S 810'W of NEC of Pad 2589 12.8 111.1 98 0 to -12" FS 2 26S 8 32'W of NEC of Pad 2589 12.1 110.6 98 0 to -12" FS 3 22'S 8 WE of NWC of Pad 2589 11.8 111.3 98 0 to -12" FS 4 1 O'S 8 25'W of NEC of Pad 2589 12.4 110.8 98 0 to -12" F 5 Center of Pad 2589 11.9 110.9 98 0 to -12" F 6 24'S 8 22'E of NWC of Pad 2589 12.8 110.6 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 FIELD TEST: F ASTM D-2937 F, ASTM D-2922 r ASTM D-2167 i- ASTM D-1556 TECHNICIAN: RL REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F=SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE OPTIMUM GA=SOILINGENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION MDR No. MAX. MOISTURE PSSG = STABILIZED SUBGRADE PB=PAVEMENT BASE MET rEsr METHOD DENSITY CONTENT RS=ROAD✓JAY NSSG= NON STABILIZED SUBGRADE 2589 D1557 113.1PCF 12.2% SEP = SOIL BELOW PAVEM ENT TOP =TOP OF PIPE - BOP= BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: Peter G. Andersen, P.E. Fla. Reg. No. 57956 AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CUENTS AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR MITTEN APPROVAL. 11 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 REPORT NO: 54 (REV) REPORTED TO: Edwards Landing, LLC PERMIT NO: 18020532 CC: Culpepper & Terpening, Inc. DATE OF TEST(S): 07/17/2018 PAGE NO.: 1 OF 1 TEST NO. Multi -Family (T-15) Building (3200 to 3210 Momingdew Lane), Backfili Around Perimeter of Floor Slab MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 Center of north side of slab 2577 10.3 111.7 99 0 to -12" GA 2 Center of east side of slab 2577 9.9 110.9 99 0 to -12" GA 3 Center of south side of slab 2577 10.5 111.2 99 0 to -1 Y' GA 4 Center of west side of slab 2577 10.0 110.7 96 0 to -12" GA 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 F, ASTM D-2922 r ASTM D-2167 r ASTM D-1556 TECHNICIAN: SM REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE OPTIMUM MDR NO. MAX MOISTURE TESTMETHOD METETHOD DENSITY CONTENT GA= SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION PSSG = STABILIZED SUBGRADE PB=PAVEMENT BASE RS=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: Peter G. Andersen, P.E. Fla. Reg. No. 57956 AS A MUTUAL PROTECTION TO CUENTS, THE PUBUC AND OURSELVES.ALL REPORTS ARE SUBMITTED ASTNE CONFIDENTIAL PROPERTY OF CLIENTS ANDAUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR E CTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL s-w- 0S33 ' ANDERSEN ANDRE CONSULT ING 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 -$ $o PROJECT: Sedona - Phase 1 FILE NO: 17-242 Fort Pierce, Florida REPORT � RECEIVED REPORTED TO: Edwards Landing, LLC JAN 1 6 2019 CC: Culpepper & Terpening, Inc. ST. Lucie County, permitting DATE OF TEST(S): 0612012018 PAGE NO.: 1 OF 1 Floor Slab and Footing Subgrade, Bldg. T-15, 3182-3192 MDR MOISTURE DRY PERCENT DEPTH TEST NO. Momingdew Lane NO. CONTENT% DENSITY COMPACTION LOCATION 1 18'S & 10'W of NEC of Pad 2589 12.8 111.1 98 0 to-12" FS 2 25'S & 32'W of NEC of Pad 2589 12.1 110.6 98 0 to -12' FS 3 22'S & WE of NWC of Pad 2589 11.8 111.3 98 0 to -1 Z' FS 4 1O'S & 26W of NEC of Pad 2589 12.4 110.8 98 0 to-12" F 5 Center of Pad 2589 11.9 110.9 98 0 to -12" F 6 24'S& 22'E of NWC of Pad 2589 12.8 110.6 98 0to-1z'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 FIELD TEST: r ASTM D-2937 17 ASTM D-2922 r ASTM D-2167 r PSTM D-1556 TECHNICIAN: RL REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F= SOIL DIRECTLY BELOW FOOTING FS= FLOOR SLAB SUBGRADE GA= SOIL IN GENERAL COMPACTED AREA PAV= SOIL BELOW STABILIZED SECTION MDR No. MAX.MAx MOISTURE PSSG = STABILIZED SUBGRADE PB=PAVEMENITBASE METPTIMUM TEST METHOD DENSITY CONTENT RS=ROADWAY NSSG = NON STABILIZED SUBGRADE 2589 D1557 113.1 PCF 12.2% SBP = SOIL BELOW PAVEMENT TOP =TOP OF PIPE BOP =BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: Peter G. Andersen, P.E. Fla. Reg. No. 57956 AS MUTUAL PROTECTION TO CLIENTS, THE PUBUC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS ANDAUTHORIL.TION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL I\ ANDERSEN ANDRE CONSUL I iAG 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 REPORT NO: 54 REPORTED TO: Edwards Landing, LLC PERMIT N VLtEIVED CC: Culpepper & Terpening, Inc. JAN 16 2019 DATE OF TEST(S): 07/1712018 PAGE NO.: 1 OF �, Lucie County, Pernnitti TEST NO. Multi -Family (T-15) Building (3182 to 3192 Momingdew Lane), Backgll Around Perimeter of Floor Slab MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 Center of north side of slab 2577 10.3 111.7 99 0 to -12" GA 2 Center of east side of slab 2577 9.9 110.9 99 0 to -12" GA 3 Center of south side of slab 2577 10.5 111.2 99 0 to-12" GA 4 Center of west side of slab 2577 10.0 110.7 98 0 to -12" GA • 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: rI ASTM D-2937 r ASTM D-2922 r ASTM D-2167 r ASTM D-1556 TECHNICIAN: SM REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE OPTIMUM MDR NO. ASTM MAX. MOISTURE TEST METHOD DENSITY CONTENT GA= SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION PSSG= STABILIZED SUBGRADE PB=PAVEMENT BASE RS=ROADNAY NSSG= NON STABILIZED SUBGRADE 2577 D1567 112.5PCF 10.4% SBP = SOIL BELOW PAVEMENT TOP =TOP OF PIPE SOP =BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: Peter G. Andersen, P.E. Fla. Reg. No. 57956 AS A MUTUAL PROTECTION TO CLIENTS, THE PUBUCAND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CUENTS AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS Is RESERVED PENDING OUR WRITTEN APPROVAL 11