Common use of Asphalt Clause in Contracts

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 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 0 11-10-8- (18) 13 S (29) 12-14-13- 13 E* (26) (17) S 2-3-4-3 (7) 1-3-7-8 (10) 3-7-4-4 (8) 4-5-6-6 (11) S 7-6-6-7 (12) 5-7-7-8 (14) 5-6-9-11 (15) 6-9-7-8 (15) 5-6-8-10 (14) 10 20 30 40 50 60 70 80 10-10-11- Miniature Vane Penetrometer Field Vane Torvane UU Triaxial Unconfined Compression (Continued Next Page) BOREHOLE RECORD CLIENT: XXXXXX XXXXXX 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) GRAPHIC LOG WATER LEVEL TYPE 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 15 8.40 HARBOURSIDE GEOTECHNICAL CONSULTANTS, BOREHOLE RECORD 18-1-9 18 Compact to dense reddish brown silty sand TILL - trace to with gravel

Asphalt. FILL: Reddish brown silty xxxxx gravel with sand - trace to with gravel Loose to compact reddish brown (road gravels) FILL: Reddish xxxxx silty sand - trace gravel - trace black organics at a depth of 2.5 meters Very loose to loose reddish xxxxx silty SAND with gravel - some wood and organics Compact to dense reddish brown xxxxx silty sand with gravel: 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 13 400 550 575 450 550 375 500 500 600 500 200 75 125 300 600 350 300 250 250 300 200 0 115-107-8- 8-7 (1815) 13 S 7-7-5-1 (296) 12S 7-143-13- 13 E* 1-2 (263) 4-5-5-4 (179) S 2-2-2-4 (4) 16-25-18- (29) 4-2-3-6 (5) 4-4-3 4-5 (7) 18) 5-35-78-8 (10) 3-7-4-4 (8) 4-5-6-6 (11) S 7-6-6-7 (12) 5-7-7-8 (14) 5-6-9-11 (15) 6-9-7-8 (15) 5-6-8-10 (1413) 10 20 30 40 50 60 70 80 102.11 7 Poor quality, reddish xxxxx medium to coarse grained SANDSTONE: BEDROCK SS 00 XX 000 00-1000-11- Miniature Vane Penetrometer Field Vane Torvane UU Triaxial Unconfined Compression (Continued Next Page) 00 / S >> 25 mm HARBOURSIDE GEOTECHNICAL CONSULTANTS, BOREHOLE RECORD 17/3/17 10 -1.67 11 End of Borehole - standpipe installed XX 00X XX 00 XX 00 0 102% 100% 50 / 0 mm >> 43% 50% BOREHOLE RECORD BH04 CLIENT: XXXXXX XXXXXX ISLAND TRANSPORTATION, INFRASTRUCTURE & ENERGY LOCATION: MCCANNEL ROAD BRIDGE XXXXXXXXX XXXXX XXXXXX (Q3K5-039017), ROUTE 255334, QUEENS KINGS CO., PE PROJECT No.: 173134 173001 DATUM: GEODETIC DATES: BORING 2017-12-14 TO 2017-12-15 BORING: 10/01/2017 WATER LEVEL: - 10/01/2017 BH SIZE: HW/HQ NQ ELEVATION (m) REC. SOIL (mm) REC. ROCK (%) BLOWS / 150 mm (N VALUE) RQD % UNDRAINED SHEAR STRENGTH - kPa DEPTH (m) GRAPHIC LOG WATER LEVEL TYPE 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 15 8.40 WP W WL 8.47 8.27 7.86 1 3 5.42 4 3.14 6 2.37 7 HARBOURSIDE GEOTECHNICAL CONSULTANTS, BOREHOLE RECORD 18-1-17/3/17 9 18 Compact to dense reddish brown silty sand TILL - trace to with gravel-0.65 11

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 500 250 550 500 450 450 375 375 450 400 375 0 12 SS 13 400 550 575 450 550 300 600 350 300 250 250 300 200 0 11(26) 14-1012-8- 16- (28) 9-6-6-8 (12) 8-7-7-7 (14) 5-5-7-5 (12) (9) E* 6-6-12-12 (18) 13 S (29) 12-14-13- 13 E* (26) (17) S 2-3-4-3 (7) 1-38-7-8 (10) 3-7-4-4 (8) 4-5-6-6 (11) S 7-613-613- (26) 10-7 10-11- (1221) 520-717-7-8 12- 12 E* (14) 5-6-9-11 (15) 6-9-7-8 (15) 5-6-8-10 (1424) 10 20 30 40 50 60 70 80 10-10-11- Miniature Vane Penetrometer Field Vane Torvane UU Triaxial Unconfined Compression (Continued Next Page) BOREHOLE RECORD BH04 CLIENT: XXXXXX XXXXXX 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) GRAPHIC LOG WATER LEVEL TYPE 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 15 8.40 HARBOURSIDE GEOTECHNICAL CONSULTANTS, BOREHOLE RECORD 18-1-9 18 Compact to dense reddish brown silty sand TILL - trace to with gravel24.27 24.07 1 20.31 4 5

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 0 24-15-10- 11 (21) 15-13-9- (20) 9-8-9-7 (16) 8-8-7-4 (11-10-8- (18) 13 S (29) 12-14-13- 13 E* (26) (17) S 2-32-42-3 (74) 14-35-7-8 (10) 3-7-4-4 (8) 4-5-6-6 (11) S 7-6-6-7 (12) E* 5-7-7-8 6 (1413) 5-6-9-11 (15) 6-98-7-8-8 (15) 7-4-5-67 (9) 5-8-10 10-11 (18) 8-14-10- 13 E* (23) 10 20 30 40 50 60 70 80 10-10-11- Miniature Vane Penetrometer Field Vane Torvane UU Triaxial Unconfined Compression (Continued Next Page) BOREHOLE RECORD BH03 CLIENT: XXXXXX XXXXXX 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) GRAPHIC LOG WATER LEVEL TYPE 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 15 8.40 24.13 23.98 3 5 18.59 HARBOURSIDE GEOTECHNICAL CONSULTANTS, BOREHOLE RECORD 18-1-9 18 Compact to dense reddish brown silty sand TILL - trace to with gravel9

Asphalt. FILL: Reddish brown gravel with sand (road gravels) FILL: Reddish brown silty sand - trace gravel - trace black organics at a depth of 2.5 meters Very loose to loose reddish brown silty SAND with gravel Loose to compact - some wood and organics Compact reddish brown silty sand - trace gravel - trace organics Compact to dense reddish brown silty sand with gravel: 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 13 400 550 575 450 550 375 500 500 600 500 200 75 125 300 600 350 300 250 250 300 200 0 115-107-8- 8-7 (1815) 13 S 7-7-5-1 (296) 12S 7-143-13- 13 E* 1-2 (263) 4-5-5-4 (179) S 2-2-2-4 (4) 16-25-18- (29) 4-2-3-6 (5) 4-4-3 4-5 (7) 18) 5-35-78-8 (10) 3-7-4-4 (8) 4-5-6-6 (11) S 7-6-6-7 (12) 5-7-7-8 (14) 5-6-9-11 (15) 6-9-7-8 (15) 5-6-8-10 (1413) 10 20 30 40 50 60 70 80 102.11 7 Poor quality, reddish brown medium to coarse grained SANDSTONE: BEDROCK SS 10 AU 000 00-1000-11- Miniature Vane Penetrometer Field Vane Torvane UU Triaxial Unconfined Compression (Continued Next Page) 00 / S >> 25 mm HARBOURSIDE GEOTECHNICAL CONSULTANTS, BOREHOLE RECORD 17/3/17 10 -1.67 11 End of Borehole - standpipe installed SS 11A HQ 11 HQ 12 0 102% 100% 50 / 0 mm >> 43% 50% BOREHOLE RECORD BH04 CLIENT: XXXXXX XXXXXX ISLAND TRANSPORTATION, INFRASTRUCTURE & ENERGY LOCATION: MCCANNEL ROAD WOODVILLE XXXXX BRIDGE (Q3K5-039017), ROUTE 255334, QUEENS KINGS CO., PE PROJECT No.: 173134 173001 DATUM: GEODETIC DATES: BORING 2017-12-14 TO 2017-12-15 BORING: 10/01/2017 WATER LEVEL: - 10/01/2017 BH SIZE: HW/HQ NQ ELEVATION (m) REC. SOIL (mm) REC. ROCK (%) BLOWS / 150 mm (N VALUE) RQD % UNDRAINED SHEAR STRENGTH - kPa DEPTH (m) GRAPHIC LOG WATER LEVEL TYPE 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 15 8.40 WP W WL 8.47 8.27 7.86 1 3 5.42 4 3.14 6 2.37 7 HARBOURSIDE GEOTECHNICAL CONSULTANTS, BOREHOLE RECORD 18-1-17/3/17 9 18 Compact to dense reddish brown silty sand TILL - trace to with gravel-0.65 11