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HomeMy WebLinkAboutField Density Test ReportANDERSEN ANDRE CONSULTING ENGINEERS, INC. 573 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181 Savannas State Preserve Education Center REPORT NO: 67 REPORTED TO: CAPTEC Engineering, Inc. CC: FILECOPY DATE OF TEST(S): 9/11/2015 PAGE NO: 1 OF 1 TEST NO. Educational Center, Sidewalk Subgrade on NW Side of Pavilion MDR NO. MOISTURE CONTENT /o DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 TN of existing sidewalk, going north (retest from 9/9/2015) 1 12.1 110.8 97 `* 0 to -12" SPSW 2 70'N of existing sidewalk, going north (retest from 9/9/2015) 1 12.6 111.5 98 `* 0 to -12" SPSW 3 175'N of existing sidewalk, going north (retest from 9/9/2016) 1 13.2 109.3 96 ** 0 to -12" SPSW 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: j— ASTM D-2937 W ASTM D-2922 I" ASTM D-2167 l-" ASTM D-1 556 TECHNICIAN: AS 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 IRS = ROADWAY NSSG = NON STABILIZED SUBGRADE 1 D1557 114.2 PCF 10.7 % SBP= SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: SBSW=Soil Below Sidewalk ECIEUVE JAN 13 OECD D .77 / 03-00_95/ David P. Andre, P.E. Fla. Reg. No. 53969 rr9n RVTEC,96N'T-f (?LIENTS, 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. r� r l ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 573 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181 Savannas State Preserve Education Center REPORT NO: 66 REPORTED TO: CAPTEC Engineering, Inc. CC: DATE OF TEST(S): 9/10/2015 PAGE NO: 1 OF 1 TEST NO. Educational Center, Sidewalk Subgrade on NW Side of Pavilion MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 TN of existing sidewalk, going north (retest from 9/9/2015) 1 14.7 104.5 92 * 0 to -12" SPSW 2 70'N of existing sidewalk, going north (retest from 919/2015) 1 14.7 105.3 92 * 0 to -12" SPSW 3 175'N of existing sidewalk, going north (retest from 9/9/2015) 1 14.8 104.7 92 * 0 to -12" SPSW * 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 J%► ASTM D-2922 j- ASTM D-2167 j— ASTM D-1 556 TECHNICIAN: AS 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 1 D1557 114.2 PCF 10.7 % SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP = BOTTOM OF PIPE BOIS = BOTTOM OF STRUCTURE OTHER: SBSW=Soil Below Sidewalk 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. 573 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181 Savannas State Preserve Education Center REPORT NO: 64 REPORTED TO: CAPTEC Engineering, Inc. CC: DATE OF TEST(S): 9/9/2015 PAGE NO: 1 OF 1 TEST No. Educational Center, Sidewalk Subgrade on NW Side of Pavilion MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 3'N of existing sidewalk, going north 1 14.9 104.5 92 * 0 to -12" SPSW 2 70'N of existing sidewalk, going north 1 14.5 106.1 93 * 0 to -12" SPSW 3 115'N of existing sidewalk, going north 1 13.6 111.8 98 0 to -12" SPSW 4 175'N of existing sidewalk, going north 1 15.0 103.7 91 * 0 to -12" SPSW * 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 r%-o ASTM D-2922 J ASTM D-2167 jJ ASTM D-1 556 TECHNICIAN: AS 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 IRS = ROADWAY NSSG = NON STABILIZED SUBGRADE 1 D1557 114.2 PCF 10.7 % SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: SBSW=Soil Below Sidewalk 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. 573 SW Bittmore Street Port St. Lucie, Florida 34983 Phone:772-807-9191 Fax: 772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181 Savannas State Preserve Education Center REPORT NO: 55 REPORTED TO: CAPTEC Engineering, Inc. CC: DATE OF TEST(S): 8/24/2015 PAGE NO: 1 OF 1 MDR MOISTURE DRY PERCENT DEPTH TEST NO. Educational Center Northern Parking Lot, 12" Stabilized Subgrade NO. CONTENT /o DENSITY COMPACTION LOCATION 1 27.29977 /-80.27269 1 8.4 117.3 100 0 to -12" PSSG 2 27.29970 /-80.27261 1 10.3 116.8 99 0 to -12" PSSG 3 27.29967 /-80.27240 1 8.4 115.9 98 0 to -12" PSSG 4 27.29978 /-80.27231 1 8.2 118.2 100 + 0 to -12" PSSG 5 27.29967 /-80.27219 1 8.7 116.4 99 0 to -12" PSSG 6 27.29969 /-80.27206 1 9.9 116.1 99 0 to -12" PSSG 7 27.29963 /-80.27193 1 8.6 117.0 99 0 to-12" PSSG 8 27.29962 /-80.27276 1 9.0 116.3 99 0 to-12" PSSG * 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%_0 ASTM D-2922 F-' 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 PAY = 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 1 D1557 117.7 PCF 9.2 % 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 REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATIGO FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. \ J ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 573 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181 Savannas State Preserve Education Center REPORT NO: 48 REPORTED TO: CAPTEC Engineering, Inc. CC: DATE OF TEST(S): 8/11/2015 PAGE NO: 1 OF 1 MDR MOISTURE DRY PERCENT DEPTH TEST NO. Educational Center Entrance Driveway, 12" Stabilized Subgrade NO. CONTENT /o DENSITY COMPACTION LOCATION 1 27.29960 /-80.27274 1 8.1 121.3 100 * 0 to -12" PSSG 2 27.29945 /-80.27289 1 7.8 120.2 100 + 0 to -12" PSSG 3 27.29934 /-80.27300 1 9.6 118.2 100 + 0 to -12" PSSG 4 27.29916 /-80.27296 1 10.6 117.6 100 0 to -12" PSSG 5 27.29904 /-80.27302 1 9.8 120.4 100 + 0 to -12" PSSG 6 27.29893 /-80.27299 1 9.2 119.5 100 + 0 to -12" PSSG * 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: j` ASTM D-2937 rv— ASTM D-2922 )� ASTM D-2167 (— ASTM D-1 556 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 STABLIZED SECTION MDR NO. ASTM MOISTURE PSSG = STABILIZED SUBGRADE PB = PAVEMENT BASE TEST METHOD DENSITY CONTENT RS = ROADWAY NSSG = NON STABILIZEDSUBGRADE 1 D1557 117.7 PCF 9.2 % SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: `� vd David P. Andre, P.E. Fla. Reg. No. 53969 AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALLREPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHDRZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 573 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181 Savannas State Preserve Education Center REPORT NO: 44 REPORTED TO: CAPTEC Engineering, Inc. CC: DATE OF TEST(S): 7/21/2015 PAGE NO: 1 OF 1 TEST NO. Educational Center Sidewalk Subgrade (West side of building, tie- in to existing sidewalk) MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 25'S of NW Corner of Bid., CL of sidewalk 1 10.6 100.1 98 0 to -12" SBSW 2 10'S of SW Corner of Bid., CL of sidewalk 2 10.0 112.0 96 0 to -12" SBSW * 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: 1' ASTM D-2937 17 ASTM D-2922 l— 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 1 D1557 102.1 PCF 11.9 % SBP = SOIL BELOW PAVEMENT 2 D1657 117 PCF 9.5 % BOP = BOTTOM OF PIPE TOP = TOP OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: SBSW=Soil Below Sidewalk 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. � I ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 573 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181 Savannas State Preserve Education Center REPORT NO: 43 REPORTED TO: CAPTEC Engineering, Inc. CC: DATE OF TEST(S): 7/16/2015 PAGE NO: 2 OF 2 TEST NO. Educational Center Demucked Parking Lot - North Side, from East End of Parking Lot to 190'W MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 11 75'W of E. EOP, and 35'N of S. EOP 1 9.3 116.4 99 +4' to +T BOE 12 115'W of E. EDP and 10'N of S. EOP 1 8.9 117.9 100 + +4' to +3' BOE 13 140'W of E. EOP and 40'N of S. EOP 1 8.5 118.0 100 + +4' to +3' BOE 14 180'W of E. EOP and 25'N of S. EOP 1 9.6 116.7 100 +4' to +3' BOE * 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: (' ASTM D-2937 l✓ ASTM D-2922 ASTM D-2167 ASTM D-1 556 TECHNICIAN: BS 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 IRS = ROADWAY NSSG = NON STABILIZED SUBGRADE 1 D1557 117 PCF 9.5 % SBP = SOIL BELOW PAVEMENT BOP = BOTTOM OF PIPE TOP = TOP OF PIPE BOIS = BOTTOM OF STRUCTURE OTHER: BOE=Bottom of Excavation 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. 573 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181 Savannas State Preserve Education Center REPORT NO: 43 REPORTED TO: CAPTEC Engineering, Inc. CC: DATE OF TEST(S): 7/16/2015 PAGE NO: 1 OF 2 Educational Center Demucked Parking Lot - North Side, from East MDR MOISTURE DRY PERCENT DEPTH TEST NO. End of Parking Lot to 190'W NO. CONTENT % DENSITY COMPACTION LOCATION 1 25'N of S. EOP, and 113'W of E. EOP 1 7.6 117.3 100 + +3' to +2' BIDE 2 25'N of S. EDP, and 11 TW of E. EOP (Retest from 7/8/15) 1 9.8 116.2 99 ** +2' to +1' BOE 3 25'N of S. EOP, and 113'W of E. EOP (Retest from 7/8/15) 1 9.4 116.6 100 '" +1' to 0 BOE 4 20'N of S. EOP and 153'W of E. EOP (Retest from 7/8/15) 1 10.1 118.0 100 +T to +2' BOE 5 20'N of S. EOP and 153'W of E. EOP 1 9.5 116.5 100 +2' to +1' BOE 6 20'N of S. EOP and 153'W of E. EOP 1 9.8 116.9 100 +1' to 0 BOE 7 40'N and 50'W of N/S Parking Lot Joint (Retest from 7/7/15) 1 9.0 116.5 100 *` +1' to 0 BIDE 8 40'N and 50'W of N/S Parking Lot Joint 1 8.7 117.4 100 + +2' to +1' BOE 9 40'N of S. EDP and 130'W of E. EOP 1 9.5 116.1 99 +2' to +1' BOE 10 40'N of S. EOP and 130'W of E. EDP 1 9.2 116.4 99 +1' to 0 BIDE * 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 (� ASTM D-2167 j— ASTM D-1556 TECHNICIAN: BS 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 = STABILIZERSUBGRADE PB = PAVEMENT BASE TEST METHOD DENSITY CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE 1 D1557 117 PCF 9.5 % SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: BOE=Bottom of Excavation 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. 573 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181 Savannas State Preserve Education Center REPORT NO: 42 REPORTED TO: CAPTEC Engineering, Inc. CC: DATE OF TEST(S): 7/15/2015 PAGE NO: 1 OF 1 Educational Center Demucked Sidewalk Backfill and North Side of MDR MOISTURE DRY PERCENT DEPTH TEST NO. Parking Lot NO. CONTENT % DENSITY COMPACTION LOCATION 1 50'W and 2'S of existing sidewalk 1 10.6 114.9 98 +3' to +2' BOE 2 50'W and 2'S of existing sidewalk 1 9.8 114.7 98 +4' to +3' BOE 3 71'W and 20'S of existing sidewalk 1 9.7 115.1 98 +5' to +4' BOE 4 71'W and 20'S of existing sidewalk 1 9.8 115.4 99 +6' to +5' BOE * 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: iy ASTM D-2937 jJ ASTM D-2922 (' ASTM D-2167 1 ASTM D-1 556 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 1 D1557 117 PCF 9.5 % SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: BOE=Bottom of Excavation S� 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. i ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 573 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181 Savannas State Preserve Education Center REPORT NO: 40 REPORTED TO: CAPTEC Engineering, Inc. CC: DATE OF TEST(S): 7/14/2015 PAGE NO: 1 OF 1 TEST NO. Educational Center Demucked Parking Lot Backfill - Northern 1/2, from 35' to 65' W. of Pavillion and from NE of Pavillion to 45' S. MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 40'W of Pavillion, 5'S of N. EDP 1 11.4 117.3 100 +1'to 0 BOE 2 60'W of Pavillion, 15'S of N. EOP 1 10.7 116.7 100 +1'to 0 BOE 3 50'W of Pavillion, 25'S of N. EOP 1 10.1 116.9 100 +1'to 0 BOE 4 45'W of Pavillion, 40'S of N. EOP 1 11.2 118.4 100 + +1' to 0 BOE * 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 I✓ ASTM D-2922 r ASTM D-2167 l� ASTM D-1 556 TECHNICIAN: BS 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 MOISTURE PSSG = STABILIZED SUBGRADE PB = PAVEMENT BASE TEST METHOD DENSITY CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE 1 D1557 117 PCF 9.5 % SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP = BOTTOM OF PIPE BOIS = BOTTOM OF STRUCTURE OTHER: BOE=Bottom of Excavation '1� 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. 573 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181 Savannas State Preserve Education Center REPORT NO: 39 REPORTED TO: CAPTEC Engineering, Inc. CC: DATE OF TEST(S): 7/812015 PAGE NO: 1 OF 1 Educational Center Demucked Sidewalk Backfill - North of North MDR MOISTURE DRY PERCENT DEPTH TEST NO. Side of Parking Lot NO. CONTENT % DENSITY COMPACTION LOCATION 1 20'E of existing sidewalk, CL of sidewalk 1 9.9 114.3 98 +1' to 0 BOE 2 20'E of existing sidewalk, CL of sidewalk 1 9.1 116.0 99 +2' to +1' BOE 3 35'E of existing sidewalk, CL of sidewalk 1 11.0 114.2 98 +3' to +2 BOE 4 35'E of existing sidewalk, CL of sidewalk 1 11.2 115.1 98 +4' to +3' BOE * 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: (— ASTM D-2937 [7 ASTM D-2922 ASTM D-2167 lV 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 IRS = ROADWAY NSSG = NON STABILIZED SUBGRADE 1 D1557 117 PCF 9.5 % SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP= BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: BOE=Bottom of Excavation 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. l ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 573 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181 Savannas State Preserve Education Center REPORT NO: 38 REPORTED TO: CAPTEC Engineering, Inc. CC: DATE OF TEST(S): 7/8/2015 PAGE NO: 1 OF 1 TEST NO. Educational Center Demucked Parking Lot - North Side MDR NO. MOISTURE CONTENT /e DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 25'N of S. EOP, 113'W of E. EOP 1 14.3 110.3 94 * +1' to 0 BOE 2 25'N of S. EDP, 113'W of E. EOP 1 13.6 112.0 96 * +2' to +1' BOE 3 20'N of S. EOP, 153'W of E. EOP 1 13.9 111.0 95 * +3' to +2 BOE * 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: ASTM D-2937 1; ASTM D-2922 (� ASTM D-2167 r ASTM D-1 556 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 DEMNSITY MOISTURE PSSG = STABILIZED SUBGRADE PB = PAVEMENT BASE CONTENT IRS = ROADWAY NSSG = NON STABILIZED SUBGRADE 1 D1557 117 PCF 9.5 % SBP = SOIL BELOW PAVEMENT BOP = BOTTOM OF PIPE TOP = TOP OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: BOE=Bottom of Excavation 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. 573 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181 Savannas State Preserve Education Center REPORT NO: 37 REPORTED TO: CAPTEC Engineering, Inc. CC: DATE OF TEST(S): 7/7/2015 PAGE NO: 1 OF 1 TEST NO. Educational Center Parking Lot - North Side MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 40% and 50'W of North/South Joint 1 13.9 101.3 87 * +1' to 0 BOE * 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: i- ASTM D-2937 Tv— ASTM D-2922 r ASTM D-2167 i� ASTM D-1 556 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 1 D1557 117 PCF 9.5 % SBP = SOIL BELOW PAVEMENT BOP = BOTTOM OF PIPE TOP = TOP OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: BOE=Bottom of Excavation '�_> r�� 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. 573 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181 Savannas State Preserve Education Center REPORT NO: 16 REPORTED TO: CAPTEC Engineering, Inc. CC: DATE OF TEST(S): 5/28/2015 PAGE NO: 1 OF 1 Educational Center Parking Lot - Embankment & Demucking MDR MOISTURE DRY PERCENT DEPTH TEST NO. Backfill NO. CONTENT % DENSITY COMPACTION LOCATION 1 27.29946 80.27280 1 8.9 116.4 99 +2' to +1' BOE 2 27.29957 80.27268 1 7.8 116.9 100 +2' to +1' BOE 3 27.29943 80.27248 1 8.6 115.9 99 +2' to +1' BOE 4 27.29953 80.27235 1 8.1 115.2 98 +2' to +1' BOE 5 27.29942 80.27221 1 9.0 115.1 98 +2' to +1' BIDE 6 27.29952 80.27209 1 7.9 115.8 99 +2'to+1'BOE 7 27.29947 80.27192 1 8.2 115.5 99 +2'to+1'BOE 8 27.29942 80.27223 1 9.3 116.0 99 +2'to+1'BOE * 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: i✓ ASTM D-2937 (- ASTM D-2922 r ASTM D-2167 { - ASTM D-1 556 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• MOISTURE PSSG = STABILIZED SUBGRADE PB = PAVEMENT BASE TEST METHOD DENSITY CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE 1 D1557 117 PCF 9.5 % SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: BOE: Bottom of Excavation (Demucking) 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 AUTHOAOZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 573 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181 Savannas State Preserve Education Center REPORT NO: 15 REPORTED TO: CAPTEC Engineering, Inc. CC: DATE OF TEST(S): 512812015 PAGE NO: 1 OF 1 Educational Center Parking Lot - Embankment & Demucking MDR MOISTURE DRY PERCENT DEPTH TEST NO. Backfill NO. CONTENT % DENSITY COMPACTION LOCATION 1 27.29946 80.27280 1 10.9 115.0 98 +1' to 0 BOE 2 27.29957 80.27268 1 10.5 116.1 99 +V to 0 BOE 3 27.29943 80.27248 1 10.8 115.6 99 +V to 0 BOE 4 27.29953 80.27235 1 10.5 116.4 99 +V to 0 BOE 5 27.29942 80.27221 1 9.9 116.3 99 +V to 0 BOE 6 27.29952 80.27209 1 10.7 115.2 98 +1' to 0 BOE 7 27.29947 80.27192 1 9.4 116.1 99 +1' to 0 BOE 8 27.29942 80.27223 1 10.0 114.7 98 +V to 0 BOE * 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 I- ASTM D-2922 I ASTM D-2167 (- ASTM D-1 556 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 ASTM MAX. MDR NO. MOISTURE PSSG = STABILIZED SUBGRADE PB = PAVEMENT BASE TEST METHOD DENSITY CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE 1 D1557 117 PCF 9.5 % SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: BOE: Bottom of Excavation (Demucking) C' 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 AUTHORIZAnON FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 573 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181 Savannas State Preserve Education Center REPORT NO: 14 REPORTED TO: CAPTEC Engineering, Inc. CC: DATE OF TEST(S): 5/28/2015 PAGE NO: 1 OF 1 Educational Center Parking Lot - Embankment & Demucking MDR MOISTURE DRY PERCENT DEPTH TEST NO. Backfill NO. CONTENT % DENSITY COMPACTION LOCATION 1 27.29946 80.27280 1 10.2 116.1 99 0 to -12" BIDE 2 27.29957 80.27268 1 8.9 116.8 100 0 to -12" BOE 3 27.29943 80.27248 1 9.6 116.3 99 0 to -12" BOE 4 27.29953 80.27235 1 10.3 115.8 99 0 to -12" BOE 5 27.29942 80.27221 1 10.6 116.3 99 0 to -12" BOE 6 27.29952 80.27209 1 9.4 116.5 100 0 to -12" BOE 7 27.29947 80.27192 1 10.6 115.6 99 0 to -12" BOE 8 27.29942 80.27223 1 10.0 115.9 99 0 to -12" BOE * 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: ASTM D-2937 (� ASTM D-2922 (` ASTM D-2167 I " ASTM D-1 556 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 ASTM MDR NO. MOISTURE PSSG = STABILIZED SUBGRADE PB = PAVEMENT BASE TEST METHOD D NSITY CONTENT IRS = ROADWAY NSSG = NON STABILIZED SUBGRADE 1 D1557 117 PCF 9.5 % SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: BOE: Bottom of Excavation (Demucking) r 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. 1 ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 573 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181 Savannas State Preserve Education Center REPORT NO: 5 REPORTED TO: CAPTEC Engineering, Inc. CC: DATE OF TEST(S): 4/14/2015 PAGE NO: 1 OF 1 TEST NO. Sidewalk Subgrade MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 5'W of East End, CL of Sidewalk 1 9.5 107.2 98 +3' to +2' BOE 2 30'W of East End, CL of Sidewalk 1 10.2 106.3 97 +3' to +2' BOE 3 60'W of East End, CL of Sidewalk 1 9.8 106.7 98 +3' to +2' BOE * 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 l✓ ASTM D-2922 J" ASTM D-2167 l- ASTM D-1 556 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 1 D1557 109.4 PCF 10.6 % SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: BOE: Bottom of Excavation (Demucking) 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. ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 573 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181 Savannas State Preserve Education Center REPORT NO: 4 REPORTED TO: CAPTEC Engineering, Inc. CC: DATE OF TEST(S): 411W2015 PAGE NO: 1 OF 1 MDR MOISTURE DRY PERCENT DEPTH TEST NO. Sidewalk Subgrade (Eastern 80 feet - Demuck Backfill) NO. CONTENT % DENSITY COMPACTION LOCATION 1 30'W of East End, CL of Sidewalk 1 8.5 106.3 97 +1' to 0 BOE 2 65'W of East End, CL of Sidewalk 1 8.3 105.8 97 +1' to 0 BOE 3 5'W of East End, CL of Sidewalk 1 9.2 106.6 97 +1' to 0 BOE 4 30'W of East End, CL of Sidewalk 1 8.9 107.1 98 +2' to +1' BOE 5 55'W of East End, CL of Sidewalk 1 8.6 105.9 97 +2' to +1' BOE 6 10'W of East End, CL of Sidewalk 1 8.0 106.3 97 +2' to +1' BOE * 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 1W ASTM D-2922 iW ASTM D-2167 I` 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 IRS = ROADWAY NSSG = NON STABILIZED SUBGRADE 1 D1557 109.4 PCF 10.6 % SBP= SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: BOE: Bottom of Excavation (Demucking) 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. F-C ANOANDRE CONSULTING ENGINEERS, INC. 573 SW Biltmore Street JAN 1 1 2016 Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 Public Works www.aaceinc.com St. Lucie County, FL FIELD DENSITY TEST REPORT PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181 Savannas State Preserve Education Center REPORT NO: 2 REPORTED TO: CAPTEC Engineering, Inc. CC: PERMIT NO: 1403-0094 DATE OF TEST(S): 4/7/2015 PAGE NO: 1 OF 1 TEST NO. Sidewalk Subgrade (Excl. Eastern 80 feet) MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 West 113, CL of Sidewalk 1 10.5 101.3 99 0 to -12" SBSW 2 Central 1/3, CL of Sidewalk 1 9.8 100.8 99 0 to -12" SBSW 3 East 1/3, CL of Sidewalk 1 9.5 101.9 100 0 to -12" SBSW * 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 17 ASTM D-2922 r ASTM D-2167 j— 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 1 D1557 102.1 PCF 11.9 % SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: SBSW: Soil Below Sidewalk 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. ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 573 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181 Savannas State Preserve Education Center REPORT NO: 3 REPORTED TO: CAPTEC Engineering, Inc. PERMIT NO: 1403-0094 CC: DATE OF TEST(S): 4/8/2015 PAGE NO: 1 OF 1 MDR MOISTURE DRY PERCENT DEPTH TEST NO. Deck FootingSub g rade, East Side NO. CONTENT % DENSITY COMPACTION LOCATION 1 1st Row, 1st Footing from North 1 9.4 101.3 99 0 to -12" F 2 1 st Row, 3rd Footing from South 1 9.2 100.5 98 0 to -12" F 3 2nd Row, 3rd Footing from North 1 10.7 101.8 100 0 to -12" F 4 2nd Row, 4th Footing from South 1 10.2 101.2 99 0 to -12" F 5 2nd Row, Southernmost Footing 1 10.2 100.9 99 0 to -12" F 6 3rd Row, 2nd Footing from South 1 9.3 101.5 99 0 to -12" F 7 3rd Row, 5th Footing from South 1 9.5 101.7 100 0 to -12" F 8 3rd Row, Northernmost Footing 1 10.8 102.0 100 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 I-V ASTM D-2922 J_ ASTM D-2167 JASTM D-1 556 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 1 D1557 102.1 PCF 11.9 % 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.