The URL can be used to link to this page

Home My WebLink AboutFIELD DENSITY TEST REPORTw ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 834 SW Swan Avenue Port St. Lucie, Florida 34983 GCBY Phone: 772-807-9191 Fax: 772-807-9192 1� www.aaceinc.com StLijejof E�D DENSITY TEST REPORT PROJECT: 11820 West Midway Road FILE NO: 17-131 St. Lucie County REPORT NO: 1 REPORTED TO: Mr. Paul Tyson CC: DATE OF TEST(S): 05/02/2018 PAGE NO.: 1 OF 1 MDR MOISTURE DRY PERCENT DEPTH TEST NO. House Pad Fill NO. CONTENT % DENSITY COMPACTION LOCATION 1 SEC of Pad 2613 10.0 111.0 95 +2' to +1' FS 2 SEC of Pad 2613 8.9 112.1 96 +1' to 0 FS 3 Center of Pad 2613 9.3 111.6 95 +2' to +1' FS 4 Center of Pad 2613 10.1 111.9 95 +1' to 0 FS 5 NWC of Pad 2613 9.2 111.3 95 +2' to +1' FS 6 NWC of Pad 2613 8.6 112.1 96 +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: j— 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 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 2613 D1557 117.2 PCF 8.8 % 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. J 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: 11820 West Midway Road FILE NO: 17-131 St. Lucie County REPORT NO: 2 REPORTED TO: Mr. Paul Tyson CC: DATE OF TEST(S): 07/27/2018 PAGE NO.: 1 OF 1 TEST NO. House Pad Fill MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 15'N & 18'W of SEC of Pad 2567 12.0 110.0 95 +3' to +2' FS 2 36'N & 28'E of SWC of Pad 2567 10.0 111.1 96 +3' to +2' FS 3 22'S & 30'E of NWC of Pad 2567 9.0 109.5 95 +3' to +2' FS 4 10'S & TW of NEC of Pad 2567 10.5 111.6 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: r ASTM D-2937 F7 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 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 = ROADWAY NSSG = NON STABILIZED SUBGRADE 2567 D1557 115.5 PCF 11.2 % SBP= SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: Peter G. Andersen, P. 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. ANDE� �SEN ANDRE CONSULT.�_ 1`3 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: 11820 West Midway Road FILE NO: 17-131 St. Lucie County REPORT NO: 2 PERMIT NO: REPORTED TO: Mr. Paul Tyson SUMMARY OF TEST RESULTS TEST METHOD: • - - = (STANDARD) (MODIFIED) ■■■■■■■■■■■■■■■��■■■■■■M • ,. MAXIMUM DRY DENSITY ■■■■■■■ram■■■■■■■■■� ��■■■� ■■■■■■■■■■■■■■■■■■ ■►�■� ■■■■■■■■■■■■■■■■■■■■■■■E■M■■■■■■■_ ■■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■ ■■■■■■\M\■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\■■■■■ .1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E\\\■■ SAMPLE NO: 2567 SAMPLE LOCATION:' Composite sample, import pad'fill DESCRIPTION: Dark brown fine sand, traces of clay DATE SAMPLED: 01/24/2018 BY: RL DATE TESTED: 01/31/2018 BY: SM 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. ANDS- 'SEN ANDRE CONSULT 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: 11820 West Midway Road FILE NO: 17-131 St. Lucie County REPORT NO: 3 PERMIT NO: REPORTED TO: Mr. Paul Tyson ■■■■■■■■■■■■■■■V1■■■■■■E SUMMARY ■■■■■■■■I • • . MAXIMUM DRY DENSITY 'OPTIMUM WATER ■■■■■■■■■■■■■■■■■■■■■■� ■■■■■■■■■■■■■■■■■■■■��`- 42 .- SAMPLE NO: 2613 SAMPLE LOCATION: Composite sample, import pad fill DESCRIPTION: Dark brown to brown fine sands, traces of clay DATE SAMPLED: 05/02/2018 BY: RL DATE TESTED: 05/09/2018 BY: SM 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.