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Home My WebLink AboutSoil Report File Copy T reasure Harvey E. Koehnen C oast Professional Engineer #32831 B uilding Architect #AR0009471 E ngineers, Certified General Contractor #CGCO24776 Inc. July 10,2017 To: St.Lucie County Building Department Re: Permit#1705-0396 RECEIVED JUL 1 "- 2017 Owner: Address: 20024 Southern Store Dr.Fort Pierce,FL. Contractor: PACE 2000 Inc. Arch/Eng: TCBE,Harvey Koehnen To Whom It May Concern: Apparently on the approved set of plans referenced above there was a typographical error; in referenced to the soil bearing requirements,on the cover sheet that needed to be clarified. The soil bearing note should have stated that the"assumed soil bearing capacity of 2500 psi(min.)and compacted to a minimum of 95%." With this change the above referenced plans will now be in compliance with the 2014 FBC 5t'Edition and all local ordinances. If you have any questions,please call our office. Respectfully Submitted, vwh!o •• i Harvey E.Koehnen,PE 32831 President T C B E, Inc. 7205 Elyse Circle Phone (772)466-5509 Port Saint Lucie Fax (772)489-3035 Florida 34952-8212 E-mail hkoehnen@tcbeweb.com Web site http://www.tcbeweb.com r ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 834 SW Swan Avenue R E C F i I _U j Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 0 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: 20024 Southern Star Drive FILE NO: 17-181 St.Lucie County,Florida REPORT NO: 1 REPORTED TO: Environmental Land Development PERMIT NO: CC: DATE OF TEST(S): 6/14/2017 PAGE NO.: 1 OF 2 TEST NO. House Pad at 20024 Southern Star Drive MDR MOISTURE DRY PERCENT DEPTH NO. CONTENT% DENSITY COMPACTION LOCATION 1 10'NE of SW Comer of Pad 2159 9.3 104.1 94 +3'to+2'FS 2 10'NE of SW Corner of Pad 2160 12.8 117.0 97 +2'to+1'FS 3 10'NE of SW Comer of Pad 2160 11.6 119.5 99 +1'to 0 FS 4 15'NW of SE Corner of Pad 2159 10.7 103.5 93 +3'to+2'FS 5 15'NW of SE Corner of Pad 2159 12.2 110.9 100 + +2'to+1'FS 6 15'NW of SE Corner of Pad 2160 11.7 120.6 100 +1'to 0 FS 7 1 USE of NW Corner of Pad 2159 11.0 103.2 93 +3'to+2'FS 8 1 USE of NW Comer of Pad 2160 13.8 113.5 94 +2'to+1'FS 9 1 USE of NW Comer of Pad 2160 12.1 120.2 99 +1'to 0 FS 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 ASTM D-2922 I— ASTM D-2167 i_ ASTM D-1556 TECHNICIAN: BS REMARKS: Testing does not include northern approx.30'for pool area LABORATORY MOISTURE-DENSITY RELATIONSHIP F=SOIL DIRECTLY BELOW FOOTING FS=FLOOR SLAB SUBGRADE ASTM OPTIMUM GA=SOIL IN GENERAL COMPACTED AREA PAV=SOIL BELOW STABILIZED SECTION MDR N0. TEST METHOD MAX. DENSITY MOISTURE PSSG=STABILIZED SUBGRADE PB=PAVEMENT BASE CONTENT RS=ROADWAY NSSG=NON STABILIZED SUBGRADE 2159 D1557 110.8 PCF 12.1/ SBP=SOIL BELOW PAVEMENT TOP=TOP OF PIPE 2160 D1557 121 PCF 9.5/ BOP=BOTTOM OF PIPE BOIS=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: 20024 Southern Star Drive FILE NO: 17-181 St. Lucie County, Florida ' REPORT NO: 1 REPORTED TO: Environmental Land Development PERMIT NO: CC: DATE OF TEST(S): 6/14/2017 PAGE NO.: 2 OF 2 TEST NO. House Pad at 20024 Southern Star Drive MDR MOISTURE DRY PERCENT DEPTH NO. CONTENT% DENSITY COMPACTION LOCATION 10 15'SW of NE Corner of Pad 2159 10.7 103.4 93 +3'to+2'FS 11 15'SW of NE Corner of Pad 2160 12.5 117.9 97 +2'to+1'FS 12 15'SW of NE Corner of Pad 2160 11.9 118.8 98 +1'to 0 FS *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: >W ASTM D-2937 ASTM D-2922 I— ASTM D-2167 r- ASTM D-1556 TECHNICIAN: BS REMARKS: Testing does not include northern approx.30'for pool area 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 2159 D1557 110.8 PCF 12.1% SBP=SOIL BELOW PAVEMENT TOP=TOP CF PIPE 2160 D1557 121 PCF 9.5% 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: 20024 Southern Star Drive FILE NO: 17-181 St. Lucie County, Florida REPORT NO: 2 REPORTED TO: Environmental Land Development PERMIT NO: CC: DATE OF TEST(S): 6/28/2017 PAGE NO.: 1 OF 1 TEST NO. House Pad at 20024 Southern Star Drive MDR MOISTURE DRY PERCENT DEPTH NO. CONTENT% DENSITY COMPACTION LOCATION 1 10'NE of SW Corner of Pad(Retest from 6/14/17) 2159 12.2 105.6 95 ** +3'to+2'FS 2 15'NW of SE Corner of Pad(Retest from 6/14/17) 2159 13.1 106.5 96 ** +3'to+2'FS 3 1 USE of NW Corner of Pad(Retest from 6/14117) 2159 13.0 106.0 96 ** +3'to+2'FS 4 1 USE of NW Corner of Pad(Retest from 6/14/17) 2160 11.8 117A 97 ** +2'to+1'FS 5 15SW of NE Corner of Pad(Retest from 6/14/17) 2159 13.7 107.1 97 ** +3'to+2'FS *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 (✓ ASTM D-2922 r- ASTM D-2167 f— ASTM D-1556 TECHNICIAN: BS REMARKS: Testing does not include northern approx.30'for pool area 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 2159 D1557 110.8 PCF 12.1% SBP=SOIL BELOW PAVEMENT TOP=TOP OF PIPE 2160 D1557 121 PCF 9.5% 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. ANEORSEN ANDRE CONSUL*IG 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: 20024 Southern Star Drive FILE NO: 17-181 Fort Pierce, St. Lucie County, FL REPORT NO: 1 PERMIT NO: REPORTED TO: Environmental Land Development, Inc. 120 SUMMARY OF TEST RESULTS TEST METHOD: j-- ASTM D-698 Wo ASTM D-1557 115 (STANDARD) (MODIFIED) ~O MAXIMUM DRY DENSITY 110.8 O (lb LL s/ft3): U OPTIMUM WATER 12.1 m CONTENT(%): U 110 REMARKS: IX Lu I,- a CURVES OF 100%SATURATION Z 105 FOR SPECIFIC GRAVITY EQUAL TO: O a O 2.65 w 100 2.70 2.75 H Z } 0 95 90 0 5 10 15 20 25 30 35 MOISTURE CONTENT(PERCENT OF DRY WEIGHT) SAMPLE NO: 2159 SAMPLE LOCATION: +3'to +2' NG Pad Fill DESCRIPTION: Brown fine sand, traces of clay DATE SAMPLED: 6/14/2017 BY: BS \ ,/ DATE TESTED: 6/20/2017 BY: BS 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 ANEWSEN ANDRE, CONSUL 04G ENGINEERS, INC. 834 SW Swan Avenue Port St. Lucie, Florida 34983 .ACE AACE Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com MOISTURE-DENSITY RELATIONSHIPS PROJECT: 20024 Southern Star Drive FILE NO: 17-181 Fort Pierce, St. Lucie County, FL REPORT NO: 2 REPORTED TO: Environmental Land Development, Inc. PERMIT NO: 125 SUMMARY OF TEST RESULTS TEST METHOD: j- ASTM D-698 W ASTM D-1557 120 (STANDARD) (MODIFIED) O ———— - - ——————— MAXIMUM DRY DENSITY 121.0 0 (Ibs/ft3): w IE—————— U OPTIMUM WATER F 115 CONTENT(%): 9'5 U REMARKS: w a CURVES OF 100%SATURATION Z 110 FOR SPECIFIC GRAVITY EQUAL TO: O a F- (9 2.65 W 105 2.70 ?� 2.75 F- Z 100 95 4V� 1 1 11 0 5 10 15 20 25 30 35 MOISTURE CONTENT(PERCENT OF DRY WEIGHT) SAMPLE NO: 2160 SAMPLE LOCATION: +2'to 0 NG Pad Fill DESCRIPTION: Tan to gray clayey fine sand with shell fragments DATE SAMPLED: 6/14/2017 BY: BS DATE TESTED: 6/20/2017 BY: BS 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.