Common use of Asphalt Clause in Contracts

Asphalt. brown silty sand - trace to with gravel Loose to compact reddish brown silty sand - trace gravel - trace organics Compact to dense reddish brown silty sand TILL - trace to with gravel SS 1 SS 2 SS 3 SS 4 SS 5 SS 6 SS 7 SS 8 SS 9 SS 10 SS 11 SS 12 SS 13 400 550 575 450 550 300 600 350 300 250 250 300 200 13 S 12-14-13- 13 E* (26) S S 10 20 30 40 50 60 70 80 Miniature Vane Penetrometer Field Vane Torvane UU Triaxial Unconfined Compression CLIENT: ▇▇▇▇▇▇ ▇▇▇▇▇▇ ISLAND TRANSPORTATION, INFRASTRUCTURE & ENERGY LOCATION: MCCANNEL ROAD BRIDGE (Q3-039), ROUTE 255, QUEENS CO., PE PROJECT No.: 173134 DATUM: GEODETIC DATES: BORING 2017-12-14 TO 2017-12-15 WATER LEVEL: - BH SIZE: HW/HQ ELEVATION (m) REC. SOIL (mm) BLOWS / 150 mm (N VALUE) UNDRAINED SHEAR STRENGTH - kPa DEPTH (m) 20 40 60 80 SOIL/BEDROCK DESCRIPTION W W W NUMBER OTHER TESTS P L WATER CONTENT & ATTERBERG LIMITS DYNAMIC PENETRATION TEST, BLOWS/0.3m STANDARD PENETRATION TEST, BLOWS/0.3m HARBOURSIDE GEOTECHNICAL CONSULTANTS, BOREHOLE RECORD 18-1-9 Compact to dense reddish brown silty sand TILL - trace to with gravel

Asphalt. FILL: Reddish brown silty sand - trace to with gravel Loose to compact reddish brown silty sand - trace gravel - trace organics Compact to dense reddish brown silty sand TILL - trace to with gravel End of Borehole - standpipe installed * "E" denotes environmental sample collected SS 1 SS 2 SS 3 SS 4 SS 5 SS 6 SS 7 SS 8 SS 9 SS 10 SS 11 SS 12 SS 13 400 500 450 500 375 350 450 500 550 575 450 550 425 300 600 350 300 250 250 300 200 13 S 12E* 8-14-13- 10- 13 E* (2623) S S 10 20 30 40 50 60 70 80 Miniature Vane Penetrometer Field Vane Torvane UU Triaxial Unconfined Compression CLIENT: ▇▇▇▇▇▇ ▇▇▇▇▇▇ ISLAND TRANSPORTATION, INFRASTRUCTURE & ENERGY LOCATION: MCCANNEL ROAD BRIDGE (Q3-039), ROUTE 255, QUEENS CO., PE PROJECT No.: 173134 DATUM: GEODETIC DATES: BORING 2017-12-14 TO WATER LEVEL: 2017-12-15 WATER LEVEL: - BH SIZE: HW/HQ ELEVATION (m) REC. SOIL (mm) BLOWS / 150 mm (N VALUE) UNDRAINED SHEAR STRENGTH - kPa DEPTH (m) 20 40 60 80 SOIL/BEDROCK DESCRIPTION W W W NUMBER OTHER TESTS P L WATER CONTENT & ATTERBERG LIMITS DYNAMIC PENETRATION TEST, BLOWS/0.3m STANDARD PENETRATION TEST, BLOWS/0.3m 24.13 23.98 18.59 HARBOURSIDE GEOTECHNICAL CONSULTANTS, BOREHOLE RECORD 18-1-9 Compact to dense reddish brown silty sand TILL - trace to with gravel9

Asphalt. brown silty sand - trace to with gravel Loose to compact reddish brown silty sand - trace gravel - trace organics Compact to dense reddish brown silty sand TILL - trace to with gravel End of Borehole - standpipe installed * "E" denotes environmental sample collected SS 1 SS 2 SS 3 SS 4 SS 5 SS 6 SS 7 SS 8 SS 9 SS 10 SS 11 SS 500 250 550 500 450 450 375 375 450 400 375 E* 20-17-12- 12 SS 13 400 550 575 450 550 300 600 350 300 250 250 300 200 13 S 12-14-13- 13 E* (2624) S S 10 20 30 40 50 60 70 80 Miniature Vane Penetrometer Field Vane Torvane UU Triaxial Unconfined Compression CLIENT: ▇▇▇▇▇▇ ▇▇▇▇▇▇ ISLAND TRANSPORTATION, INFRASTRUCTURE & ENERGY LOCATION: MCCANNEL ROAD BRIDGE (Q3-039), ROUTE 255, QUEENS CO., PE PROJECT No.: 173134 DATUM: GEODETIC DATES: BORING 2017-12-14 TO 2017-12-15 WATER LEVEL: - BH SIZE: HW/HQ ELEVATION (m) REC. SOIL (mm) BLOWS / 150 mm (N VALUE) UNDRAINED SHEAR STRENGTH - kPa DEPTH (m) 20 40 60 80 SOIL/BEDROCK DESCRIPTION W W W NUMBER OTHER TESTS P L WATER CONTENT & ATTERBERG LIMITS DYNAMIC PENETRATION TEST, BLOWS/0.3m STANDARD PENETRATION TEST, BLOWS/0.3m HARBOURSIDE GEOTECHNICAL CONSULTANTS, BOREHOLE RECORD 18-1-9 Compact to dense reddish brown silty sand TILL - trace to with gravel24.27 24.07 20.31