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                "embedded_text": "Clifl'\nEngineering\n& Design"
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            "text": "TASK G600 – Geotechnical Exploration",
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            "text": "We will perform a geotechnical exploration in accordance with sound engineering practice and state/local regulations and the RFP from EG Solutions Inc. We have assumed that the site will be accessible to truck-mounted drilling equipment."
        },
        {
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                    "id": "p31.4.1",
                    "order": 5,
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                    "text": "We will provide a subcontractor to mobilize truck-mounted drilling equipment to perform 15 Standard Penetration Test (SPT) borings to a depth of 10 feet below ground surface (BGS) with continuous sampling.",
                    "marker": "1."
                },
                {
                    "id": "p31.4.2",
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                    "bbox": {
                        "l": 95.52,
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                    "text": "Perform eight (8) pavement cores on the surface and base course on various asphaltic pavements.",
                    "marker": "2."
                },
                {
                    "id": "p31.4.3",
                    "order": 7,
                    "type": "list_item",
                    "bbox": {
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                    "text": "Perform four (4) pavement cores in the concrete apron.",
                    "marker": "3."
                },
                {
                    "id": "p31.4.4",
                    "order": 8,
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                    "text": "Laboratory testing requested includes:",
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                    "bbox": {
                        "l": 112.8,
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                    "text": "A moisture content test for each of the SPT samples (estimated 75 tests)",
                    "marker": "A."
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                {
                    "id": "p31.4.6",
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                    "type": "list_item",
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                        "l": 113.52,
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                    "text": "A sieve analysis on representative samples of encountered strata (estimated 10 tests)",
                    "marker": "B."
                },
                {
                    "id": "p31.4.7",
                    "order": 11,
                    "type": "list_item",
                    "bbox": {
                        "l": 113.76,
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                    "text": "Atterberg limits tests on plastics encountered (estimated 4 tests)",
                    "marker": "C."
                },
                {
                    "id": "p31.4.8",
                    "order": 12,
                    "type": "list_item",
                    "bbox": {
                        "l": 114,
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                    },
                    "text": "California Bearing Ratio tests (estimated 3 tests)",
                    "marker": "D."
                },
                {
                    "id": "p31.4.9",
                    "order": 13,
                    "type": "list_item",
                    "bbox": {
                        "l": 114.48,
                        "t": 460.56,
                        "r": 406.56,
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                    },
                    "text": "Split tensile strength tests on concrete samples from apron (4 tests)",
                    "marker": "E."
                },
                {
                    "id": "p31.4.10",
                    "order": 14,
                    "type": "list_item",
                    "bbox": {
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                    "text": "The subsurface exploration program will be performed under the full-time supervision of a geotechnical specialist, who will observe and log the explorations, collect soil samples, and will be acting under the direction of a licensed geotechnical engineer. Explorations will be field-located by our representative using hand-held GPS equipment and/or measuring from existing site features using conventional taping methods.",
                    "marker": "5."
                },
                {
                    "id": "p31.4.11",
                    "order": 15,
                    "type": "list_item",
                    "bbox": {
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                    "text": "We will prepare a report that contains the results of the field and laboratory testing, and our general site preparation recommendations for the project, which will likely include but may not be limited to:",
                    "marker": "6."
                },
                {
                    "id": "p31.4.12",
                    "order": 16,
                    "type": "list_item",
                    "bbox": {
                        "l": 133.84,
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                    "text": "Individual soil profile logs, including groundwater levels.",
                    "marker": "a."
                },
                {
                    "id": "p31.4.13",
                    "order": 17,
                    "type": "list_item",
                    "bbox": {
                        "l": 131.28,
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                    "text": "Earthwork recommendations, including suitability of on-site materials for re-use as structural fill or backfill and compaction requirements.",
                    "marker": "b."
                },
                {
                    "id": "p31.4.14",
                    "order": 18,
                    "type": "list_item",
                    "bbox": {
                        "l": 132,
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                    },
                    "text": "Recommended modulus of subgrade reaction (\"k\" value)",
                    "marker": "c."
                },
                {
                    "id": "p31.4.15",
                    "order": 19,
                    "type": "list_item",
                    "bbox": {
                        "l": 131.76,
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                    "text": "Control of surface water and groundwater general recommendations.",
                    "marker": "d."
                },
                {
                    "id": "p31.4.16",
                    "order": 20,
                    "type": "list_item",
                    "bbox": {
                        "l": 131.76,
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                    "text": "Laboratory test results including concrete tensile and flexural strengths.",
                    "marker": "e."
                }
            ]
        },
        {
            "id": "p31.5",
            "order": 21,
            "type": "heading",
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            },
            "text": "PROCEDURES",
            "attrs": {
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            },
            "level": 3
        },
        {
            "id": "p31.6",
            "order": 22,
            "type": "text",
            "bbox": {
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            "text": "Our contractor shall be responsible for requesting public utility mark-out; however, the client shall be responsible for providing us with available information for private on-site utilities. If such utility information is not available, we recommend that Level 'B' designation of private utilities be performed, which is excluded from the scope of this proposal. Regardless of the level of effort to identify and locate existing utilities, we cannot be held responsible for damage to utilities that are not marked, incorrectly marked, or otherwise not physically exposed by Level 'A' designating techniques."
        },
        {
            "id": "p31.7",
            "order": 23,
            "type": "text",
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            "text": "Due to the nature of the work, some disturbance and settlement should be anticipated at and between the exploration locations. It will be the option of the client to maintain the grade at each test location should settlement occur. This proposal excludes site restoration other than backfilling the explorations with the excavated soils and repair of boreholes in existing pavement areas with cold-patch asphalt or quickset concrete."
        },
        {
            "id": "p31.8",
            "order": 24,
            "type": "text",
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            "text": "This proposal assumes that the exploration can be performed during normal business hours and that no safety training programs or any other meeting time will be necessary for the drilling/exploration crew."
        },
        {
            "id": "p31.9",
            "order": 25,
            "type": "text",
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            "text": "Page 2 | 5",
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            "text": "Proposal No. 21002043P",
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            "type": "footer",
            "bbox": {
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            },
            "text": "June 15, 2021",
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