Secretary of the Commonwealth of Massachusetts

William Francis Galvin

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C117_0001 Looking southerly into access road from Commonwealth Ave. towards shaft site Shaft 6

Object Type: Asset
In Folder: Contract 117 City Tunnel, Section 7 of Hultman Aqueduct

Other Documents

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C117_0001 Looking southerly into access road from Commonwealth Ave. towards shaft site Shaft 6

IO_a355a94d-d200-4a34-bb2b-d721d11461af

C117_0002 Looking easterly from shaft 6 site towards shaft 7

IO_d85def64-289f-4328-aad3-a7729e284e13

C117_0003 Looking westerly from shaft 6 site towards shaft 5

IO_b5f350b1-ff6e-4e4f-be24-5892ee76513d

C117_0004 Looking northerly General view of shaft site Man standing on location of shaft 6

IO_cb05f46f-b1d7-4530-abf5-a7c65dbdc3be

C117_0005 Looking easterly from station 252+55 towards Chestnut Hill Drive Shaft 7

IO_2914175c-ded5-4492-95d1-1559dc55953b

C117_0006 Looking westerly along center line towards shaft site from station 253+09 (P) Shaft 7

IO_832aef5b-e3ba-4073-8188-e59ffed5cb03

C117_0007 Looking easterly along center line towards shaft site from station 251+59 Shaft 7

IO_8f142a4f-42b8-48cb-848b-1ba1ba3ec7f8

C117_0008 Looking northeasterly from station 251+99 Man standing on shaft site Shaft 7

IO_a1e84625-a8f8-42ac-b6ca-7be7e031e490

C117_0009 Looking northerly from station 252+55 Man standing on shaft site Shaft 7

IO_51c10eca-86ec-436c-ac08-b8ad987cfd9f

C117_0010 Looking southerly from Chestnut Hill Drive Showing proposed spoil area in Lawrence Basin Shaft 7

IO_738b9107-b4f2-4467-8946-330667ca53d5

C117_0011 Looking northerly General view Shaft 6

IO_3c2bfee2-d618-4f29-ad03-42146bf05d24

C117_0012 Looking easterly Showing excavated earth at shaft and vicinity Shaft 6

IO_a0beee1c-763d-4ca0-b0f9-0d9960ab1417

C117_0013 Looking into shaft from west side Shaft elevation 118.0 Shaft 6

IO_6c5c6b96-75fd-41ab-b481-93f40fd643ce

C117_0014 Access Road Looking northerly from shaft site towards Commonwealth Ave. Shaft 6

IO_16643da8-a7b5-46ae-9b64-9f7f43646682

C117_0015 Looking northeasterly at engineer’s office Shaft 6

IO_a46a8f04-97b1-465d-9be9-42334ac12c21

C117_0016 Looking easterly Engineer’s office in left background Contractor’s Office in center Dry house at right Shaft 6

IO_fbe16ce1-3465-4def-b4f4-6b395e5dddc4

C117_0017 Looking northwesterly at shaft excavation in earth Shaft 6

IO_32e69458-2c97-486a-8b3d-e4898b4d9b3c

C117_0018 8 inch x 8 inch timbering Shaft elevation 116.9 at bottom ring Rings spaced 31 inch on center Shaft 6

IO_ef41b577-f67d-4aec-800d-0b8805c5f842

C117_0019 8 inch x 8 inch timbering Shaft elevation 116.9 at bottom ring Rings spaced 31 inch on center Shaft 6

IO_f92c197d-255b-4d73-8d5d-bd8059fb3baf

C117_0020 Looking northerly General view of shaft 6 area

IO_1492aeb4-babe-4bba-a611-3bacc2d2e19f

C117_0021 Looking northwesterly across shaft site Center stake is at feet of figure in foreground Shaft 7

IO_28989e11-324b-400f-a009-681cf5085233

C117_0022 Looking easterly across shaft site Showing rock outcrop in background Shaft 7

IO_f7172a9e-8a09-4d6c-8007-f9df546a5688

C117_0023 Showing weathered argillite above and unweathered rock of same structure below after glacial mantle was removed Shaft 7

IO_0fc18e0e-5312-4383-87ff-b114328aa6c6

C117_0024 View in southeasterly direction along face of bedrock Shaft 7

IO_7b70b3b6-b0c2-4de2-929f-bba32f12c80f

C117_0025 Slightly tangent to the southeasterly direction of the glacier The resistant bedrock was deeply grooved and smoothly sculptured Shaft 7

IO_4299a1aa-0f24-4ae4-b3f4-88f18f656a61

C117_0026 View in northwesterly direction along face of bedrock Shaft 7

IO_f5ef77e5-432f-4dbd-8316-48a0cfeee8c3

C117_0027 View southwesterly across shaft #7 Showing surface slope of rock in northwesterly direction

IO_396f653a-9b5c-43d2-9a74-36817a49415e

C117_0028 Preparation for blasting Loading inner holes (see photo 117_29 for results of blast) Shaft #7

IO_80a44ee4-24e5-48d0-8921-c6a61cd92c6b

C117_0029 Southeasterly view across shaft #7 site Showing preparation for blasting

IO_b24bcc2e-aad1-458a-a0d6-798698298229

C117_0030 Southeasterly view across shaft #7 site Showing result of blast (See phto 117_29)

IO_90ef8eb2-9d7b-4c17-8416-2b591ba43a9b

C117_0031 Northwesterly view across shaft #7 site Mucking up with back hoe

IO_481fc981-65d7-4e64-9328-deeb617a8c65

C117_0032 Looking southwesterly from Chestnut Hill Drive Showing beginning of spoil pile in Lawrence Basin Shaft 7

IO_2d9ee062-c8cb-4807-9b08-a96659e8dc5b

C117_0033 Engineer’s office Looking northeasterly Shaft #7

IO_67cce3d8-db84-448e-bb62-ab9c2f0a16c4

C117_0034 Dry house Looking northwesterly Shaft #7

IO_5200c3e3-846e-45ec-afcb-bf1dde5fc5fb

C117_0035 Looking southeasterly Drilling shaft rock at elevation 126 Shaft #7

IO_e169091a-b12b-47f0-983c-8d73f3f0580b

C117_0036 Looking southeasterly Drilling shaft rock at elevation 126 Air supplied from a portable unit Shaft #7

IO_012265e6-8542-4348-bfc0-6e5368c5acb9

C117_0037 Looking northerly over shaft #6 site Placing shaft concrete lining using transit mix concrete 10 foot section of form with horizontal keyway is shown to right of crane

IO_de1c0867-7902-4d23-bce9-72af2e432cf5

C117_0038 Looking westerly Placing shaft concrete lining from transit mix truck by chutes to distributing hopper Concrete placement from elevation 118 to 128 Shaft #6

IO_7c0185a7-84b6-4655-959c-36d763461502

C117_0039 Placing concrete lining in shaft at elevation 123 In rear background 4 of the 5 pipes are shown Shaft #6

IO_f7fb6937-4cc1-44f0-9c6a-f1fe57413361

C117_0040 Setting top 10 foot section of forms from elevation 138 to 128 Also bracing of 5 pipes (304 inches)(106 inches)(108inches) which are to be embedded in concrete Shaft #6

IO_859c92d9-000f-4131-a067-cdb09c32e8d3

C117_0041 Top section of shaft form in position and bulkheaded in preparation for placing of concrete from elevation 128 to 138 Shaft #6

IO_22fa84fe-336b-4c11-87c9-5e6a7de52182

C117_0042 Interior view of forms South side of shaft lining Adjacent to form is the form for keyway at elevation 131.25 Shaft #6

IO_a967a5f1-8eb7-4f58-a2f3-8f9fef474e9d

C117_0043 Interior view of forms East side of shaft lining Two forms for keyways are shown fastened to lining form at elevation 127.25 and 131.25 Shaft #6

IO_8524adfd-f65c-4fd3-9595-23cfc4ae5806

C117_0044 Looking northerly Showing concrete shaft lining and safety guard rail Top elevation 138 Shaft #6

IO_ac816807-ea3b-428f-8dc5-68e8eeed746b

C117_0045 Looking northerly into shaft Showing concrete lining and horizontal keyes Shaft bottom elevation 102 Shaft #6

IO_27adf321-cdb2-43fa-99b6-96ba31196e8f

C117_0046 Looking northerly in shaft Showing horizontal keyes and opening for plug Shaft #6

IO_76156276-0e79-4456-98ac-da3619be5526

C117_0047 Looking southerly into Shaft #6 Showing vertical keyes and Stubs

IO_b5efb0f0-cdce-484f-98d2-2f08ee992e25

C117_0048 Looking westerly at shaft #6 Showing shaft lining and safety guard rail Top elevation 138

IO_7aaf9f95-c692-4793-ae97-3e37c9156b8a

C117_0049 Looking northwesterly from about 50 feet from shaft General view Shaft #7

IO_e4c05d81-c4ff-4c87-9c7d-d0fa3018f2d0

C117_0050 Looking easterly towards shaft Showing grading around shaft Tool shed at extreme right Shaft #7

IO_22b25d7d-0aea-4058-ac03-31abe7e2264a

C117_0051 Looking into shaft from south side Bottom excavation at elevation 105+ Shaft #7

IO_8614aa5e-e6e8-4ad5-ab67-ea31cb335589

C117_0052 Stationary compressor at shaft #7 Capacity 1900 C.F.M.

IO_d3602b71-b3cb-4b3e-824a-d1583a743b90

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