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HomeMy WebLinkAboutFIELD DENSITY TEST REPORT'SFA 1ANDRE CONSUL I'ING ENGINEERS, .INC. i, � ��,� 834 SW Swan Avenue V FEB ,S 3 2017 Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 LUC�ie GO ow PERMITTING www.aaceinc.com - St. Lucie County, FL FIELD DENSITY TEST REPORT �� PROJECT: 3354 Perimeter Road FILE NO: 16-211 Proposed Johnson Residence I REPORT NO: 1 REPORTED TO: First Florida Development and Construction, Inc. PERMIT NO: SLC 1506-0473 DATE OF TEST(S): 12/5/2016 PAGE NO.: 1 OF 1 TEST NO. Garage Footing Subgrade (Cut Into Natural Ground) MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 35'N and 5'W of SW Corner of Footing 2137 10.0 101.5 95 0 to -12" F 2 12'S and 4'W of NE Corner of Footing 2137 10.4 101.2 95 0 to -12" F 3 18'S and VE of NW Corner of Footing 2137 11.1 101.8 1 95 0 to -12" F 4 21'N and 19'W of SE Corner of Footing 2137 11.2 102.0 95 0 to -12" F * DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 95 PERCENT. I ** RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS FIELD TEST: J` ASTM D-2937 rv- AST M D-2922 T" ASTM D-2167 r- ASTM D-1556 TECHNICIAN: RL REMARKS: I LABORATORY MOISTURE -DENSITY RELAT,IIONSHIP t i F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE ASTM MAX. OPTIMUM GA = SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION MDR NO. TEST METHOD DENSITY MOISTURE PSSG =STABILIZED SUBGRADE PB = PAVEMENT BASE J CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE 2137 D1557 106.9 PCF 11.5 % 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 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 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: 3354 Perimeter Road FILE NO: 16-211 Proposed Johnson Residence REPORT NO: 2 REPORTED TO: First Florida Development and Construction, Inc. PERMIT NO: SLC 1506-0473 DATE OF TEST(S): 1/4/2017 PAGE NO.: 1 OF 1 TEST NO. Garage Addition, Stemwall Backfill (1st Lift) MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 5'S & 6'E of NWC of Stemwall 2137 5.4 101.2 95 +1' to 0 NG 2 VN & 12'W of SEC of Stemwall 2137 8.4 101.5 95 +1' to 0 NG 3 28'S & 13'E of NWC of Stemwall I I 2137 11.6 102.0 95 +1' to 0 NG 4 17'N & I VE of SWC of Stemwall 2137 11.4 101.8 95 +1' to 0 NG * 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: ASTM D-2937 r-/7 ASTM D-2922" ASTM D-2167 ASTM D-1556 TECHNICIAN: RL REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE ASTOPTIMUM GA = SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION MDR NO. TEST MEITHOD DENSITY MOISTURE PSSG =STABILIZED SUBGRADE PB = PAVEMENT BASE CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE 2137 D1557 106.9 PCF 11.5 % 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 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. 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: 3354 Perimeter Road FILE NO: 16-211 Proposed Johnson Residence REPORTED TO: First Florida Development and Construction, Inc. REPORT NO: 3 PERMIT NO: SLC 1506-0473 DATE OF TEST(S): 1/9/2017 PAGE NO.: 1 OF 1 TEST NO. Garage Addition, Stemwall Backfill (2nd Lift) MDR MOISTURE DRY PERCENT DEPTH NO. CONTENT % DENSITY COMPACTION LOCATION 1 18'N & 15'E of SWC of Stemwall I 2158 8.4 105.4 95 +2' to +V NG 2 22'S & 24'E of NWC of Stemwall 2158 10.2 106.1 96 +2' to +T NG 3 6'S & 8'E of NWC of Stemwall 2158 10.0 106.2 96 +2' to +1' NG 4 2'S & 17'W of SEC of Stemwall 2158 8.7 105.7 95 +2' to +1' NG i I * 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: r ASTM D-2937 ry-, 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 ASTOPTIMUM GA = SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION MDR NO. TEST METIHOD DENSITY MOISTURE PSSG = STABILIZED SUBGRADE PB = PAVEMENT BASE CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE 2158 D1557 111 PCF 10.6 % 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 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. 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: 3354 Perimeter Road FILE NO: 16-211 Proposed Johnson Residence REPORT NO: 4 REPORTED TO: First Florida Development and Construction, Inc. PERMIT NO: SLC 1506-0473 DATE OF TEST(S): 1/9/2017 PAGE NO.: 1 OF 1 TEST NO. Garage Addition, Stemwall Backfill (3rd Lift) MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 4'S & TE of SEC of Stemwall 2158 8.9 105.7 95 +3' to +2' NG 2 Center of Stemwall Slab 2158 10.4 106.8 96 +3' to +2' NG 3 5'W & 4'S of NEC of Stemwall 2158 11.2 106.1 96 +3' to +2' NG 4 5'E & e'S of NWC of Stemwall 2158 10.8 107.2 97 +3' to +2' NG * 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: ASTM D-2937 rv- ASTM D-2922 r ASTM D-2167� ASTM D-1556 TECHNICIAN: SM 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 TEST METHOD DENSITY CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE 2158 D1557 111 PCF 10.6 % 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 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. ~� 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: 3354 Perimeter Road FILE NO: 16-211 Proposed Johnson Residence REPORT NO: 5 REPORTED TO: First Florida Development and Construction, Inc. PERMIT NO: SLC 1506-0473 DATE OF TEST(S): 2/3/2017 PAGE NO.: 1 OF 1 TEST NO. Exercise Room Addition, Floor Slab and Footing Subgra I e MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 Center of North Half of Pad 2158 7.9 108.9 98 0 to -12" FS 2 Center of South Half of Pad 2158 1 8.4 110.1 99 0 to -12" FS 3 4'W of East End of North Footing 2158 10.2 111.6 100 + 0 to -12" F 4 Center of South Footing 2158 9.1 110.4 99 0 to -12" F 5 TN of South End of East Footing 2158 7.6 109.3 98 0 to -12" 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: J_ ASTM D-2937 r%,—o ASTM D-2922 ASTM D-2167 r- ASTM D-1556 TECHNICIAN: BS REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE ASTOPTIMUM GA = SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION MDR NO. TEST METIHOD DEITY MOISTURE PSSG = STABILIZED SUBGRADE PB = PAVEMENT BASE CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE 2158 D1557 111 PCF 10.6 % 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 A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS ANDAUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ;fl, 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: 3354 Perimeter Road FILE NO: 16-211 Proposed Johnson Residence REPORT NO: 6�� n v�. REPORTED TO: First Florida Development and Construction, Inc. OAR PERMIT NO: SLC=1(5Ue6=07r37� DATE OF TEST(S): 3/9/2017 PAGE NO.: 1 OF 1 TEST NO. Main House Addition (Monolithic Slab Subgrade) MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 NEC of Slab 2137 11.2 105.3 99 0 to -12" FS 2 NWC of Slab 2137 10.8 105.9 99 0 to -12" FS 3 SWC of Slab 2137 10.0 106.7 100 0 to -12" FS 4 SEC of Slab 2137 10.3 105.5 99 0 to -12" FS I * DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 95 PERCENT. I ** RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS FIELD TEST: "" ASTM D-2937 r ASTM D-2922 ASTM D-2167 ASTM D-1556 TECHNICIAN: SM 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 TEST METHOD DENSITY CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE 2137 D1557 106.9 PCF 11.5 % 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 A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC 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. 02/22/2017 11:32 FAX 7726922359 FIRST FLORIDA DEV & CONS Z 002/002 We appreciate youv business" Materials for l..if�' Ticket no. :F= r FEB 2 2 2017 _ r � l I�C1'-7i ir'7!r!:} �J�'" PERMITT1NG `.,^ 9EL.'.'1% .'RMD w�,1.'i:l....: 11 I C r e .,.,.. St. Lucie County, FLi :Iy..,.r C ...':':.'.•t::.. elivery date Plant - Truck D'rivi:r Truck size Type job ustomer no. _ p customer name Zone Tax CD �.:0!71I,'i4:3- p F�i_l1_1: ."�! i�.l ?>I...'-I....,.fA!�li:: ! 1)1Yj {'- srmac project no. 9 Customer P.O. no. _ Order no. I Terms code I -Charge delivered 3 C.o.D. Time due Charge F.O.S. 4-C.0.1) F.O.B.- elivery name and address_ Lot Slodc County ''' istructions : t.l ._ i i . i l..! 's1.r laid.; ..:1; ,�: d.1 1... I i. rI i ' % 1 L. �,i t i1) 1 . Slump I oad t Cumulativa n Ordered R Code B Description 6 t tl •., Y LD L , D 0020 2017 FEB 22 HP,I_':055 FOE r REIRCE F oad Arrive job site Start discharge Finish 61scharge Leave job site Arrive plant Subtotal Sales tax c A o n o o TOTAL L OTA dditional water added to this concrete sill reduce its strength. AnAnywatewateradded is at customer's risk. iallons of water added: Gallons of water added: - Gallons of water added: _ I Amt of CY Retained: :ustomer Approval: Customer Approval: Customer Approval: Customer Approval: ested Tested properly No. w 6 Authorized and received by J Yes ® No ® )es iJ No I x Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Lot: Block: Address: Correct Not Correct ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 834 SW Swan Avenue Port 34983 Lucie, Florida Phone: 772-807.919191 Fax: 772-807-9192-9192 .. �...� vvww.aaceinc.com FIELD DENSITY TEST REPORT SCANNED 13Y PROJECT: 3364 Perimeter Road FI 'E PIP MVP Proposed Johnson Residence REPORT NO: 1 REPORTED TO: First Florida Development and Construction, Inc. I PERMIT NO: SLC 1506-0473 DATE OF TEST(S): 12/5/2016 PAGE NO.: 1 OF 1 TEST NO. Garage Footing Subgrade (Cut Into Natural Ground) I MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 35'N and 5'W of SW Corner of Fooling 2137 10.0 101.5 95 0 to -12" F 2 12'S and 4'W of NE Corner of Footing 2137 10.4 101.2 95 0 to -12" F 3 18'S and VE of NW Corner of Footing 2137 11.1 101.8 95 0 to -12" F 4 21'N and 19'W of SE Corner of Footing 2137 11.2 102.0 95 0 to -12" 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: r ASTM D-2937 1,_1 ASTM D-2922 r' ASTM D-2167 )ASTM D-1556 TECHNICIAN: RL REMARKS: i 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 TEST METHOD DENSITY CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE 2137 D1557 106.9 PCF 11.5 % SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: . IAV �49 N. V David P. Andre, P.E= Fla. Reg. No. 53969 !::,�OP AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS M�ll�tyy A ,IMi'ODA FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRnTEN APF� //llllll\ ANDE�:�ENiANDRE CONSULTING --ENGINEERS, INC. 834 SW Swan Avenue Port St. Lucie, Florida 34983 Phone:772-807-9191 Fax:772-807-9192 www.aaceinc.com MOISTUREDENSITY RELATIONSHIPS PROJECT: 3354 Perimeter Road FILE NO: 16-211 Proposed Johnson Residence REPORT NO: 1 REPORTED TO: First Florida Development and Construction, Inc. PERMIT NO: SLC 1606-0473 Al ' • - , ■■■■■■■■■■■■MU■■■■■■■■■ SUMMARY OF ■■■■■■■■■■■■o`■■■■■■■■■ ■■■■■■■■■■■■ OM■■■■■■■■ TEST • . .. • : ■ • . -. (MODIFIED) ■■■■■■■■■■■■■f`&I■■■■■■■■ ■■■■■■■■■■■■■,�N■■■■■■■ �� ■■■■■■■■■■■■■M1INI■■■■■■ RY ■ . ■■■■■■■■■■■■■■\�kmm■■■■■■ ■■■■■■■■■■■■■■M��\�■■■■■■ ■■■■■■■■■■■■■■■��mm■■■■■ • ■■■■■■■■■■■■■■■.,,\,■■■■■ ■■■■■■■■■■■■■■■■NLV�■■■■ ' - ■■■■■■■■■■■■■■■■M��LI■■■■ ■■■■■■■■■■■■■■■■■��MM■■■ ■■■■■■■■■■■■■■■■■�� \�■■� - , . - . ' '. • ■■■■■■■■■■■■■■■■■■����■■ ■■■■■■■■■■■■■■■■■■� ILIMM ■■■■■■■■■■■■■■■■■■■E MM■■■■■■■■■■■■■ ■■■■■■■■■■■U■■■■■■■■1E■■■■■■■■■■■■■ ■■■■■■■■■/am`m■■■■■■amm■■■■■■ ■■■ ■■■■■■■■G■■■■\■■■■■■■■\■1■110i�■■■ ■■■■■■■■■■■■■■■■■■■■■■\.aA���■ ■■■ ■■■■■■■■■■■■■■■■■■■■■■1111W, ■■ ■■■■■■■■■■■■■■■■■■■■■■■m�m■■■■■■■■■ „■■■■■■■■■■■■■■■■■■■■■■■om ■■■■■■■■■ - ■■■■■■■■■■■■■■■■■■■■■■■■W ■■ ■■■■■■■I■■■■■■■■■■■■■■■■■■amm■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■mm►■■■■■■■ ■■■■■■■■■■■■I■■■■■■■■■■■■■■OMMEE■■■■ . ■■■■■■■■■■■■■■■■■■■■■■■■■■■RMM■■■■■ SAMPLE NO: 2137 SAMPLE LOCATION: Composite of natural grade soils �t�RQS. ///, DESCRIPTION: Gray fine sand with trace thin roots and hardpan fragments DATE SAMPLED: 12/2/2016 By: RL ��' . twA09 �`••,"Am DATE TESTED: 12/6/2016 By: SM ht 6'9 ' David P. •y %, kOp ' ?f Fla. Reg,1�e Q AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR ���IZATJOIV`�`\�\ 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: 3354 Perimeter Road FILE NO: 16-211 Proposed Johnson Residence REPORT NO: 5 REPORTED TO: First Florida Development and Construction, Inc. 'PERMIT NO SLC T506.047' DATE OF TEST(S): 213/2017 PAGE NO.: 1 OF 1 TEST NO. Exercise Room Addition, Floor Slab and Footing Subgrade MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 Center of North Half of Pad 2158 7.9 108.9 98 0 to -12" FS 2 Center of South Half of Pad I 2158 8.4 110A 99 0 to -12" FS 3 4'W of East End of North Footing 2158 10.2 111.6 100 + 0 to -12" F 4 Center of South Footing I 2158 9.1 110.4 99 0 to -12" F 5 3'N of South End of East Footing 2158 7.6 109.3 98 0 to -12" F i I I ` 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: ASTM D-2937 f✓ ASTM D-2922 j" ASTM D-2167 ASTM D-1556 TECHNICIAN: BS REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE MDR NO. ASTM MAX. OPTIMUM GA = SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION TEST METHOD DENSITY MOISTURE PSSG = STABILIZED SUBGRADE PB = PAVEMENT BASE CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE 2158 D1557 111 PCF 10.6 % SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: ,•���lilli�////�. AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REW ♦� ` ti LU d deter G. Andessin M. �[ 1039 . Ncf != AUTHORIZATION (a 010 r�- Termite Inspection 5A chrlst is to - Termite Pretreatment®. 'EVICT-A-uug rp Pest Control ! Termite & -'Rodent Service Pest Fire Ant Lawn Service - Control, Whitefly Treatment Inc. "�'Licensed; & Insured Lic. JB175775 Notice of Prey (as required by Florida Building G PEST PREVENTION I FIRE ANT SERVICE I TERMITE DATE OF SERVICE P —I TIME �O r I i DEVELOPMENT NAME (PROJECT) CONT CTOR'SN e� iCl�! STRUCTURE ADDRESS (LOT/BLOCK) NOTES TREATMENT TYPEIAREA 72=323-7921 Toll Free: 1-877-365-9990 Fax: 772-340-5990 Email: Evictabug@gmaii.com 2373 SW Woodridge St. Port St. Lucie, FL 34953 ntative Treatment for Termites (FBC) 104.26 and Broward County Chapter FBC 105.2.2) SERVICE I RODENT EXCLUSION & REMOVAL' I WHITEFLY TREATMENT 12.0%�o O v✓' � f CONTACT�PERSON /✓ �/' %� �,� � / �l TY, St© EP f COD( COUNTY � ❑ FLOATING I4`JVIONOLITHIC ❑ PATIO J GARAGE ❑ DRIVEWAY ❑ STEM WALUFOOTERS ❑ CUTOUTS, /❑ FOOTER ❑ FRONT ENTRY O RETREAT ❑ BORA CARE TREATMENT ❑ PLUMBING CUT OUTS I ❑ TAMP & TREAT TREAT ONLY ❑ FINAL ❑ POOL DECK ❑ OTHER ❑ ADDITION ❑ SIDEWALKS PRODUCTS ruASELINE ❑ DOMINION 2LACTIVE INGREDIENT ❑ TERMIDOR SC ❑ BORACARE ❑ PREMISE ❑ TALSTAR ❑ OTHER s.. ACTIV INGREDIENT ❑ IMIDACLAPRID VIFENTHRIN ❑ DISODIUM OCTABORATE.TETRAHYDRATE J CONCENTRATION 1 106% ❑ .12% ❑ .25% ❑ .05% El23% ❑ 9%1 ❑ OTHER GALLONS APPLIED "SQUARE FOOTAGE Co�`� LINEAR FOOTAGE. IPSQUARE FOOTAGE VERIFIED *EASURE ES ❑ NO D'.OR VERIFIED PER PLANS tt __ �_. JOB READY CONDITIONSMET. i �ES: ❑ NO DETAILS As per.104.2.6 FBC- If soil chemical•b'arrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: ThAuilding has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules qnd laws established by the Florida Department of"Agriculture and Consumer Services. (Per the Florida Building Code.) ;Y If this notice is forrahe final exterior treatment, initial and date this line FINAL STICKER ❑'ELECTRICAL PANEL ❑ WATER HEATER ❑ OTHER Payment Terms:, Payment due at time of service. Date''' Applicator: (Evic A Bug Termite nd P Ist Control, Inc_) Date Customer (Property, Owner or Agent) www.evictabugpestcontrol.com A .... .. ......... . ............. RECEI EDANDERSEN ANDRE CONSULTING ENGINEERS, INC. 834 Swan Avenue JAN 7 2017 Port St. Lucie. Florida 34983 PERMITTING Phone:772-807-9191 Fax:772-807-9192 www.aaceinc.com St. Lucie County, FL FIELD DENSITY TEST REPORT i PROJECT: 3354 Perimeter Road i FILE NO: 16-211 Proposed Johnson Residence REPORT NO: 1 REPORTED TO: First Florida Development and Construction, Inc. +1�,PE-�N(1TM11 O��SLC�•1'SU6€097 DATE OF TEST(S): 121612016 PAGE NO.: 1 OF 1 TEST NO. Garage Footing Subgrade (Cut Into Natural Ground) MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 35'N and 5'W of SW Comer of Footing 2137 10.0 101.5 95 0 to -12" F 2 12'S and 4'W of NE Corner of Footing 2137 10.4 101.2 95 0 to -12" F 3 18'S and TE of NW Corner of Footing 2137 11.1 101.8 95 0 to -12" F 4 21'N and 19'W of SE Corner of Footing 2137 11.2 102.0 95 0 to -12" F • DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 95 PERCENT. i4 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: 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 TEST METHOD DENSITY CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE 2137 D1557 106.9 PCF 11.5 % SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: II/// 'Ilia M AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLICAND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CON, FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS LIC �:t/raC1o5 pv P. Andre, P.E. ma . No.S3 64" �vn �'` Op i: �eID NA L EX ti 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: 3354 Perimeter Road I Proposed Johnson Residence FILE NO: 16-211 REPORT NO: 2 REPORTED TO: First Florida Development and Construction, Inc. PERMIT NO: SLC 1506-0473 DATE OF TESTIS): 1/4/2017 PAGE NO.: 1 OF 1 TEST NO, Garage Addition, Stemwall Backfill (1st Lift) MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 5'S & 6'E of NWC of Stemwall 2137 5.4 101.2 95 +1' to 0 NG 2 1'N & 12'W of SEC of Stemwall 2137 8.4 101.5 95 +1' to 0 NG 3 28'S & 13'E of NWC of Stemwall 2137 11.6 102.0 ' 95 +1' to 0 NG 4 17'N & 15'E of SWC of Stemwall 2137 11.4 101.8 95 +T to 0 NG 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: r' ASTM D-2937 17 ASTM D-2922 r ASTM D-2167 r 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 MDR NO, TEST METIHOD DENSITY MOISTURE PSSG = STABILIZED SUBGRADE CONTENT RS = ROADWAY AREA PAV = SOIL BELOW STABILIZED SECTION PB = PAVEMENT BASE NSSG = NON STABILIZED SUBGRADE 2137 D1557 106.9PCF 11.5% SEP = SOIL BELOW PAVEMENT TOP =TOP OF PIPE BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: \\\``t j I D I P /`//�� 0 sag,39 Iry 'Andre�6.E, No. 53 OtC AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PI�pP��tp(11�,�?��R LQR P&AUTtiO�R igtlq FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED Pp� / V APPFiW /�allil�aa`+ ....... .................................................................. .... ...... . 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: 3354 Perimeter Road I FILE NO: 16-211 Proposed Johnson Residence REPORT NO: 3 REPORTED TO: First Florida Development,and Construction, Inc. PERMIT NO: SLC 1506-0473 DATE OF TEST(S): 119/2017 PAGE NO.: 1 OF 1 TEST NO. Garage Addition, Stemwall Backfill (2nd Lift) MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 18'N & WE of SWC of Stemwall 2158 8.4 106A 95 +2' to +1' NG 2 22'S & 24'E of NWC of Stemwall 2158 10.2 106.1 96 +2' to +T NG 3 6'S & WE of NWC of Stemwall 2158 10.0 106.2 96 +2' to +T NG 4 2'S & 17'W of SEC of Stemwall 2158 8.7 105.7 95 +2' to +1' NG ' 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: ASTM D-2937 ryo' ASTM D-2922 j' ASTM D-2167 r ASTM D-1556 TECHNICIAN: RL REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE ASTOPTIMUM GA = SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION MDR NO. TEST METIHOD DENSITY MOISTURE PSSG = STABILIZED SUBGRADE PB = PAVEMENT BASE CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE 2158 D1557 111 PCF 10.6 % SBP= SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP= BOTTOM OF PIPE BOS= BOTTOM OF STRUCTURE OTHER: �1 a,4id P. An re, 9 ' l�. Reg. No. 5a969 gy yr s � %bp��raQppCCASA MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDE�7PERT�1' OFCHEI ND AUjIFOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESL�gDX1 q OUR WRITTEN APPRO �o�.,' i ............. ......... .. 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 I I FIELDI DENSITY TEST REPORT PROJECT: 3354 Perimeter Road I FILE NO: 16-211 Proposed Johnson Residence I REPORT NO: 4 REPORTED TO: First Florida Development and Construction, Inc. PERMIT NO: SLC 1506-0473 DATE OF TEST(S): 1/9/2017 PAGE NO.: 1 OF 1 TEST NO. Garage Addition, Stemwall Backfill (3rd Lift) MDR NO. MOISTURE CONTENT% DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 4'S & VE of SEC of Stemwall 2158 8.9 105.7 95 +3' to +2' NG 2 Center of Stemwall Slab 2158 10.4 106.8 96 +3' to +2' NG 3 5'W & 4'S of NEC of Stemwall 2158 11.2 106.1 96 +3' to +2' NG 4 5'E & 8'S of NWC of Stemwall 2158 10.8 107.2 97 +3' to +2' NG • 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., r ASTM D-2937 fy ASTM D-2922 T_ ASTM D-2167 r ASTM D-1556 TECHNICIAN: SM 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 TEST METHOD DENSITY CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE 2158 D1557 111 PCF 10.6 % SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP= BOTTOM OF PIPE �t # PP;7yM OF STRUCTURE P. OTHER: NO 5306 No, 53969 AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFID o� gT�V DP 5 'Ati HORIL FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERU,E UR PROVAL. ....................................................................................... ANDERSEN� ANDRE CONSULTING ENGINEERS, INC. MOISTURE -DENSITY PROJECT: 3354 Perimeter Road Proposed Johnson Residence 834 SW Swan Avenue Port St. Lucie, Florida 34983 Phone:772-807-9191 Fax:772-807-9192 www.aaceinc.com RELATIONSHIPS REPORTED TO: First Florida Development and Construction, Inc. PERMIT NO: SLC 1506-0473 FILE NO: 16-211 REPORT NO: 1 OF TEST RESULTS ■■■■■■■■:■:■N■■■■■■■■■SUMMARY METHOD: _ (STANDARD) (MODIFIED) ............■..�...........: MAXIMUM DRY DENSITY ..............■\......... OPTIMUM WATER . .................................... ' ■■■■■■■■■■■■■■■■■■■■■t►������r ■■■ ■■■■■■■■■■■■■■■■■■■■■■■\\\■■■■■■■■■■ _... _.... _.... SAMPLE NO: 2137 SAMPLE LOCATION. Composite of _riA�ura�gl"pmg qV f /Q ootings DESCRIPTION: Gray fine sand with trace thin roots and hardpan fragments DATE SAMPLED: 12/2/2016 BY: RL DATE TESTED: 12/6/2016 BY: SM AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENN®fAL°pFt2OF[GERT$ AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVE A 8UR R-� TFN APPROVAL. ANDEK3EN ANDRE CONSULTING ENGINEERS, INC. 834 SW Swan Avenue Port St. Lucie, Florida 34983 Phone:772-807-9191 Fax:772-807-9192 www.aaceinc.com MOISTUREi L DENSITY RELATIONSHIPS i PROJECT: 3354 Perimeter Road i FILE NO: 16-211 Johnson Residence REPORT NO: 2 I REPORTED TO: First Florida Development and Construction, Inc. PERMIT NO: SLC 1506-0473 ., SUMMARY OF TEST RESULTS ■■■■■■■■■■■■ENN■■■■■■■■ • ■ (STANDARD) (MODIFIED) ■■■■■■■■■■■■■■` ��■■■■■■■ AXIMUM DRY DENSITY 1 ■■■■■■■■■■■■■■��`■■■■■■■ ■■■■■■■■■■■■■■■LILINM■■■■-- OPTIMUM • = ■■■■■■■■■■■■■■■►I§■■■■■■■ ■■■■■■■■■■■■■■■■\I►�■■■■■ ■■■■■■■■■■w■■■■■■■�►�■■i CURVES OF 100% SATURATION FOR SPECIFIC GRAVITY EQUAL TO: ■■■■■■■■■■■■■■■■■■■\\lam\■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■\�■■���r_2.70 ■■■ ■■■■■■■■■■■■■■■■■■■■■L►�i%/��� ■■■ ....... _ . ..._ ...................................... _....�e�: r��.�s�� ��®� SAMPLE NO: 2158 SAMPLE LOCATION: Composite �nple,,'ImDorted S'�e 0.3969 DESCRIPTION: Dark brown fine sand, traces of clay and hardpan _ , ......... .® ....................... DATE SAMPLED: 1/6/2017 BY: RL ao STgTEO� ` e DATE TESTED: 1/17/2017 BY: SM �: %r P- �YT�,a(d ii" AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL P 'E�av OF44"o�2�E 5 ND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PEND[ G R WRITTEN APPROVAL. 0 i ................................................... .......................... .............. .............. ....... .I .......... .......... .... .... ... ............................. ......... ...... ..................... ...... I. ........ .. RECEIV DANDERSEN ANDRE CONSULTING ENGINEERS, INC. 834 SW Swan Avenue JAN. 17 2017 Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 PERMITTING www.aaceinc.com St. Lucie County, FL FIELD DENSITY TEST REPORT PROJECT: 3364 Perimeter Road FILE NO: 16-211 Proposed Johnson Residence REPORT NO: 1 REPORTED TO: First Florida Development and Construction, Inc. p,� R L. �yr�-rr mil^+•-b&+"Ls. PERMIT, Ot SLC 1506-0473 DATE OF TEST(S): 12/5/2016 PAGE NO.: 1 OF 1 TEST NO. Garage Footing Subgrade (Cut Into Natural Ground) MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 35'N and 5'W of SW Comer of Footing 2137 10.0 101.5 95 0 to -12" F 2 12'S and 4'W of NE Corner of Footing 2137 10.4 101.2 95 0 to -12" F 3 18'S and TE of NW Corner of Footing 2137 11.1 101.8 95 0 to -12" F 4 21-N and 19'W of SE Corner of Footing 2137 11.2 102.0 95 0 to -12" 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: jy ASTM D-2937 ly—, ASTM D-2922 r ASTM D-2167 r ASTM D-1556 TECHNICIAN: RL 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 SECTION MDR NO. TEST METHOD DEN MOISTURE PSSG = STABILIZED SUBGRADE PB = PAVEMENT BASE CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE 2137 01557 106.9 PCF 11.5 % SEP= SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: �1IIIII// AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CON FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS v i S :IjavN. Andre, P.E. =E7i� . No.5390- 4 �N0 G OLqi0 TTEN PRO ID `V //IIIII01 ................................................. ..... ...... ......................... ........ ................................... ................................. . 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 I i PROJECT: 3364 Perimeter Road FILE NO: 16-211 Proposed Johnson Residi nce REPORT NO: 2 REPORTED TO: First Florida Development and Construction, Inc. PERMIT NO: SLC 1506-0473 DATE OF TEST(S): 1/412017 PAGE NO.: 1 OF 1 TEST NO. Garage Addition, Stemwall Backfill (1st Lift) MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 5'S & 6'E of NWC of Stemwall 2137 5.4 101.2 95 +1' to 0 NG 2 1'N & 12'W of SEC of Stemwali 2137 8.4 101.5 95 +1'to 0 NG 3 28'S & 13'E of NWC of Stemwall 2137 11.6 102.0 95 +V to 0 NG 4 17'N & 15'E of SWC of Stemwall r 2137 11.4 101.8 95 +T to 0 NG • 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: r ASTM D-2937 ry-1 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 ASTOPTIMUM GA = SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION MDR NO. TEST METIHOD DENSITY MOISTURE PSSG = STABILIZED SUBGRADE PB = PAVEMENT BASE CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE 2137 D1557 106.9 PCF 11.5 % SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: ��N, &\] %D I P,,`/�� o.'A F-1�' , I AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PFj FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PE ................................................. .... ...... . 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 I PROJECT: 3354 Perimeter Road I FILE NO: 16-211 Proposed Johnson Residence REPORT NO: 3 REPORTED TO: First Florida Development and Construction, Inc. PERMIT NO: SLC 1506-0473 DATE OF TEST(S): 1/9/2017 PAGE NO.: 1 OF 1 TEST NO. Garage Addition, Stemwall Backfill (2nd Lift) MDR NO. MOISTURE CONTENT% DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 18'N & 15'E of SWC of Stemwall 2158 8.4 105.4 95 +2' to +1' NG 2 22'S & 24'E of NWC of Stemwall 2158 10.2 106.1 96 +2' to +T NG 3 6'S & WE of NWC of Stemwall 2158 10.0 106.2 96 +2' to +1' NG 4 2'S & 17'W of SEC of Stemwall 2158 8.7 105.7 95 +2' to +1' NG ' 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: ASTM D-2937 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 ASTM MAX. OPTIMUM GA = SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION MDR NO. TEST METHOD DENSITY MOISTURE PSSG = STABILIZED SUBGRADE PB = PAVEMENT BASE CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE 2158 D1557 111 PCF 10.6 % SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP= BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CON FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS %Vd P. Ar re, 9 Reg. No. 5�,969 ai�OPERTY ���NDAUjH' ION ESG�,Lt1DIX!(30UR WRITTEN APPRO : ��i/llllll����``�s/ OR"�� �°` V. 1 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: 3354 Perimeter Road FILE NO: 16-211 Proposed Johnson Residence REPORT NO: 4 REPORTED TO: First Florida Development and Construction, Inc. PERMIT NO: SLC 1506-0473 DATE OF TEST(S): 119/2017 PAGE NO.: 1 OF 1 TEST NO. Garage Addition, Stemwall Backfill (3rd Lift) MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 4'S & TE of SEC of Stemwall 2158 8.9 105.7 95 +3' to +2' NG 2 Center of Stemwall Slab 2158 10.4 106.8 96 +3' to +2' NG 3 5'W & 4'S of NEC of Stemwall 2158 11.2 106.1 96 +3' to +2' NG 4 5'E & 8'S of NWC of Stemwall 2158 10.8 107.2 97 +3' to +2' NG ` 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: r ASTM D-2937 rV_ ASTM D-2922 ASTM D-2167 (" ASTM D-1556 TECHNICIAN: SM 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 TEST METHOD DENSITY CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE 2158 D1557 111 PCF 10.6 %. SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP = BOTTOM OF PIPE OTHER: e�\\0fM# PPIVY `OF STRUCTURE N ©`f,'Ie®C-�P.,q/��`®��+® s AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CON FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS A/O 5306 Davi . rq)#.E. ka�g. No. 53969 ANDLKSEN; 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: 3354 Perimeter Road FILE NO: 16-211 Proposed Johnson Residence REPORT NO: I REPORTED TO: First / Florida Development and Construction., Inc. PERMIT NO: SLC 1506-0473 SUMMARY OF TEST RESULTS MEMMEMEMEMEMEEMMEMEMENNiTEST METHOD: r— ASTM D-698 N7 ASTMD-1557 (STANDARD) (MODIFIED) EIIIII(Ibs/ft): CONTENT (%): �OPTIMUMWATER CURVES OF 100% SATURATION FOR SPECIFIC GRAVITY EQUAL TO: MEN MEN MEN . ......... ..... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . .. .... . ... . .. .. . ... .. . .... . . . . . . . . . .. . .. . .... . .. . d... ......... ....... rn.... \ Nj�p SAMPLE NO: 2137 SAMPLE LOCATION: Composite of N�'UNrgdi��Aj footings DESCRIPTION: Gray fine sand with trace thin roots and hardpan fragments * I" JVn DATE SAMPLED: 12/2/2016 BY: RL 0 DATE TESTED: 12/6/2016 BY: SM re, 53 AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBM ITTED AS THE CONFIDENT Ae 0 AUTHORIZATION W FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERW4.)419%—� APPROVAL. FIJI IU?" ANDLAEN ANDRE CONSULTkiw"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: 3354 Perimeter Road I FILE NO: 16-211 Johnson Residence REPORT NO: 2 REPORTED TO: First Florida Development and Construction, Inc. PERMIT NO: SLC 1506-0473 MENEEMEMEN MM NUM SUMMARY OF TEST RESULTS MENEEMENEENELIlkiLlsmmm MEMO; MEMEMEMEMEENLILILIJEEMMEMEN r- ASTMD-698 P_ ASTMD-1557 (STANDARD) ' (MODIFIED) TEST METHOD......................... OPO TIMUM WATER MENEM MEMEMMEMEEMEMEMMylkNIMME 0 MEN HER mom Flowan mom M1MIMMMMMMMIMMMNNMMMMMMMM■MONEEMENE ... ..... . ... . . . ..... .. . ................ . ....... SAMPLE NO: 2158 SAMPLE LOCATION: Composite wplgp, Impprted dr'k -_ it - DESCRIPTION: Dark brown fine sand, traces of clay and hardpan 4'3969 DATE SAMPLED: 1/6/2017 BY: RL OF DATE TESTED: 1117/2017 BY: SM 'P'zz- AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL P7 ND FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENMINOMIAVRITTENatAUTHORIZATION APPROVAL.