HomeMy WebLinkAboutDYIMS PE Site report 20210714
Architect: Perkins Eastman DPC
Distribution: Commodore PMA Consultants Sandra Cashen Mark Grylls File
ARCHITECT’S SITE OBSERVATION REPORT
DATE OF VISIT: 07/14/2021 PROJECT: Dennis Yarmouth Intermediate
Middle School
286 Station Avenue
South Yarmouth, MA 02664
DATE OF ISSUE: 07/15/2021 PROJECT NO: 71011
WEATHER
CONDITIONS:
overcast, 70s ARCHITECT: Perkins Eastman, DPC
20 Ashburton Street
8th floor
Boston, MA
The purpose of the Site Observation Report is to record general observations of the work in progress at the time of the Architect’s visit.
WORK IN PROGRESS:
1) Ongoing work on underground infiltration structures
2) Setting of electrical, telephone, and communications handholes
3) Installation of Vibratory stone columns
4) Excavation and subgrade prep for for footings and foundation walls
5) Preparing forms and setting rebar for footings, walls, and piers
6) Ongoing work by survey crew on layout (by Brennan)
FIELD OBSERVATIONS:
PE visited the site to review ongoing progress with the site work and foundations.
1) The water line is in from Station Ave. up to the hydrant. (Per Commodore, the tap into the street main is
scheduled to be done next week.)
2) RBO was in the process of setting three electrical, telephone, and communications handholes near the site entry
gate (consistent with detail 10/E0/04).
3) CNC was in the process of installing VSCs at the east side of Area C (per the attached report from GPI,
4) At various times on Wednesday RBO was excavating and preparing the subgrade and base for the footing line
along column D.1 (west side of area D), as well as along line D on the south side, and commencing work at the
west link connecting from D back toward Area C. [According to the attached GPI field report for 7-04, by end of
day the footing lines were prepared up to D.5/ii [which is in the link, i.e. area C.]
5) Marguerite is footing setting forms and rebar for interior footings, as well as footings along column line D.24 (at
east side of area D). Marguerite has completed the wall rebar setting and the forms for about 70’ of foundation
wall at the western end of Line A, from approximately column line D2 to D9, and is ready for the first wall pour,
scheduled for 7-15 in the morning.
6) Approximately two thirds of the interior column footings for Area D have been either formed or are formed and
poured (see photo)
7) Installation of the retention and infiltration structures by RBO is ongoing at UGI-1 at the main parking area (see
photo).
8) At the east access road, According to Commodore, on 7/14 RBO was working on mudding in the inlet pipes at
UGI #6 and according to Commodore both of the primary underground infiltration structures at the east roac (UGI
#6 and UGI #7) were ready by the end of the day.
9) RBO is in the process of backfilling at the UGIs and preparing the subgrade at the east access road for the
installation of gravel.
10) Brennan’s survey crew was onsite doing ongoing work on layout for VSCs and foundation walls/footings.
REPORT BY: ABH Page 2 of 3
PROGRESS PHOTOS
ELECTRICAL, TELEPHONE & COMM. HANDHOLES SET SETTING CULTEC STRUCTURES AT UGI NO. 1
FOUNDATION WORK AT AREA D LOOKING EAST
FOUNDATION WORK AT AREA D LOOKING WEST
REPORT BY: ABH Page 3 of 3
SETTING RE-BAR AT PIER A/D21 FOOTING LINE ALONG A FROM D19 – D25
PREPEARD FORMS & REBAR AT FOOTING C/D16 INTERIOR FOOTINGS / FOOTING PREP AT D.18-D.21
FOOTING FORMS AND REBAR AT CORNER D/D24 INSTALLATION OF VSCs AT EAST END OF AREA C
FOOTING LINE PREP BY RBO AT D.1/JJ WALL FORMWORK NEAR A/D.1 (w/ BOX-OUT FOR BRICK SHELF)
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/7/21, SUNNY, MID 80’S Caseyville, Il 62232
_________________________________________________________________________________________________
This Report is a summary installation list of installed vibratory stone columns, (VSC), in accordance with Submittal #31
3400-02.0 31 3400 – Aggregate Piers, prepared by CMC Professional Services LLC, 335 E. Geneva Rd #3116, Carol
Stream, Il 60188.
Glossary of Header Terms:
VSC Pier #: Each pier is identified by number according to location plan included in the above referenced
Submittal.
Proposed Depth: Total VSC depth from working grade to proposed bottom elevation as put forth in design
criteria.
Installed Depth: The as-built length of pier as constructed from working grade to termination in suitable native,
(bearing) soil.
Stone Take: The amount of Crushed Stone used in constructing a given Pier, (expressed in volume), one cubic
yard weighs approximately 1.2 Ton.
Comments: Note any deviation from standard installation procedures, proposed depths or changes in location of
said Pier.
Activity for Wednesday, July 7th, 2021:
VSC PIER # PROPOSED DEPTH INSTALLED DEPTH STONE TAKE Cu.Yds. COMMENTS
3144 9 9 1.0 Routine
3145 6 6 .7 Routine
3146 6 6 .7 Routine
3147 6 6 .7 Routine
3148 6 6 .7 Routine
3149 6 6 .7 Routine
3150 6 6 .7 Routine
3151 6 6 .7 Routine
3152 6 6 .7 Routine
3190 9 9 1.0 Routine
3191 9 9 1.0 Routine
3192 6 6 .7 Routine
3113 6 6 .7 Routine
3194 11 11 1.2 Routine
3195 11 11 1.2 Routine
3196 11 11 1.2 Routine
3197 6 6 .7 Routine
3198 6 6 .7 Routine
3199 6 6 .7 Routine
3200 11 11 1.2 Routine
3201 11 11 1.2 Routine
3202 11 11 1.1 Routine
3203 6 6 .7 Routine
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/7/21, SUNNY, MID 80’S Caseyville, Il 62232
_________________________________________________________________________________________________
3204 6 6 .7 Routine
3205 11 11 1.1 Routine
3206 11 11 1.1 Routine
3207 11 11 1.1 Routine
3208 6 6 .7 Routine
3209 6 6 .7 Routine
3210 9 9 1.0 Routine
3211* 9 9 1.0 Routine
3212 14 14 1.5 Routine
3213 14 14 1.5 Routine
3214 14 14 1.5 Routine
3215 14 14 1.5 Routine
3216 14 14 1.5 Routine
3217 6 6 .7 Routine
3218 6 6 .7 Routine
3219 11 11 1.0 Routine
3220 11 11 1.0 Routine
3221 11 11 1.1 Routine
3222 6 6 .7 Routine
3223 6 6 .7 Routine
3224 9 9 1.0 Routine
3225 9 9 1.0 Routine
3226 9 9 1.0 Routine
3032 9 9 1.0 Routine
3008 10 10 1.0 Routine
3020 10 10 1.0 Routine
3019 10 10 1.0 Routine
3031 10 10 1.0 Routine
3021 6 6 .7 Routine
3022 6 6 .7 Routine
3023 10 10 1.0 Routine
3024 10 10 1.0 Routine
3012 10 10 1.0 Routine
3033 6 6 .7 Routine
3034 6 6 .7 Routine
3035 9 9 1.0 Routine
3036 9 9 1.0 Routine
3062 6 6 .7 Routine
3061 9 9 1.0 Routine
3060 9 9 1.0 Routine
3100 6 6 .7 Routine
3063 11 11 1.1 Routine
3064 11 11 1.1 Routine
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/7/21, SUNNY, MID 80’S Caseyville, Il 62232
_________________________________________________________________________________________________
3065 11 11 1.1 Routine
3101 6 6 .7 Routine
3066 9 9 1.0 Routine
3102 6 6 .7 Routine
3067 9 9 1.0 Routine
3103 6 6 .7 Routine
3068 9 9 1.0 Routine
3069 9 9 1.0 Routine
3070 9 9 1.0 Routine
3071 9 9 1.0 Routine
3104 6 6 .75 Routine
3072 9 9 1.0 Routine
3105 6 6 .7 Routine
3073 9 9 1.0 Routine
3074** 9 9 1.0 Routine
3075 9 9 1.0 Routine
3076 9 9 1.0 Routine
3106 6 6 .7 Routine
3077 9 9 1.0 Routine
3107 6 6 .7 Routine
3040 9 9 1.0 Routine
3039 9 9 1.0 Routine
3037 9 9 1.0 Routine
3038 9 9 1.0 Routine
3026 9 9 1.0 Routine
3025 9 9 1.0 Routine
3013 9 9 1.0 Routine
3014 9 9 1.0 Routine
3002 9 9 1.0 Routine
3003 6 6 .7 Routine
3004 6 6 .7 Routine
3006 9 9 1.0 Routine
3015 6 6 .7 Routine
3016 6 6 .7 Routine
3018 9 9 1.0 Routine
3017 9 9 1.0 Routine
3027 6 6 .7 Routine
3028 6 6 .7 Routine
3029 9 9 1.0 Routine
3030 9 9 1.0 Routine
3043 9 9 1.0 Routine
3042 9 9 1.0 Routine
3041 6 6 .7 Routine
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/7/21, SUNNY, MID 80’S Caseyville, Il 62232
_________________________________________________________________________________________________
3044 9 9 1.0 Routine
3078 9 9 1.0 Routine
3079 9 9 1.0 Routine
3080 14 14 1.5 Routine
3081 14 14 1.5 Routine
3082 14 14 1.5 Routine
3083 14 14 1.5 Routine
* Performance Test, Movement = 1/16” – Acceptable
** Performance Test, Movement = 1/8” – Acceptable
Total Production Piers this day = 116
Total Production Piers to date = 813
FOOTING PREPARATION:
THE SEQUENCE OF PROCEDURES ARE IDENTICAL FOR ALL INSTANCES OF PREPARATION, AND ARE AS FOLLOWS:
Excavate to six inches below proposed Bottom of Footing Elevation
Compact the exposed subgrade, Piers now revealed – with a heavy vibratory plate compactor
Place six inches of 3/4” Crushed Stone upon the Prepared Subgrade
Compact said Crushed Stone
Crushed Stone Base now ready for Footing installation
Activity for Wednesday, July 7th,2021: AREA D
Footing Subgrade Compaction / Preparation Detail :
The soil matrix encountered at subgrade elevation largely consists of uniform sands and fine sands with scant traces of a
non‐plastic silt. Therefore, the proper in‐situ compaction of this material is largely dependent on the relative moisture
content of the soil. Since the encountered materials are of native, (natural) deposition the water content can be variable
from location to location. Each situation must be evaluated to determine that the proper soil compaction techniques are
utilized vis‐à‐vis the moisture content of the soil. In other words, it may be necessary to moisten some areas with
supplied water in order to certify proper compaction in these circumstances.
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/7/21, SUNNY, MID 80’S Caseyville, Il 62232
_________________________________________________________________________________________________
THE FOOTING LINES AND SPECIFIC FOOTINGS, ACCORDING TO THE SCHEDULE BELOW WERE PREPARED THIS DAY:
FOOTING LINE
FROM – TO
FOOTING
COORDINATE
FOOTING
SIZE and TYPE
BOTTOM
ELEVATION
COMMENTS
C.8/d24.8‐D/d24.8 D/d24 F 6.0 23.2 Complete
B/d25‐B/d15 B/d23 F 7.0 23.0 Complete
B/d25‐B/d15 B/d21 F 9.0 22.7 Complete
B/d25‐B/d15 B/d19 F 7.0 22.7 Complete
B/d25‐B/d15 B/d17 F 7.0 23.0 Complete
B/d25‐B/d15 B/d15 F 7.0 23.0 Complete
See Photos:
Installing Pier # 3034
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/7/21, SUNNY, MID 80’S Caseyville, Il 62232
_________________________________________________________________________________________________
Excavating Footing B/d23 – note revealed piers
Final Crushed Stone grading and compaction Footing B/d23
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/8/21, OVERCAST MID 70’S Caseyville, Il 62232
_________________________________________________________________________________________________
This Report is a summary installation list of installed vibratory stone columns, (VSC), in accordance with Submittal #31
3400-02.0 31 3400 – Aggregate Piers, prepared by CMC Professional Services LLC, 335 E. Geneva Rd #3116, Carol
Stream, Il 60188.
Glossary of Header Terms:
VSC Pier #: Each pier is identified by number according to location plan included in the above referenced
Submittal.
Proposed Depth: Total VSC depth from working grade to proposed bottom elevation as put forth in design
criteria.
Installed Depth: The as-built length of pier as constructed from working grade to termination in suitable native,
(bearing) soil.
Stone Take: The amount of Crushed Stone used in constructing a given Pier, (expressed in volume), one cubic
yard weighs approximately 1.2 Ton.
Comments: Note any deviation from standard installation procedures, proposed depths or changes in location of
said Pier.
Activity for Thursday, July 8th, 2021:
VSC PIER # PROPOSED DEPTH INSTALLED DEPTH STONE TAKE Cu.Yds. COMMENTS
3108 6 6 .7 Routine
3084 9 9 1 Routine
3085 9 9 1 Routine
3109 6 6 .7 Routine
3086 9 9 1 Routine
3087 11 11 1.1 Routine
3088 11 11 1.2 Routine
3089 11 11 1.2 Routine
3110 6 6 .7 Routine
3090 9 9 1 Routine
3091 9 9 1 Routine
3111 6 6 .7 Routine
3112 6 6 .7 Routine
3092 9 9 1 Routine
3093 9 9 1 Routine
3093 9 9 1 Routine
3094 9 9 1 Routine
3143 9 9 1 Routine
3142 9 9 1 Routine
3172 9 9 1 Routine
3173 9 9 1 Routine
3174 9 9 1 Routine
3175 6 6 .7 Routine
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/8/21, OVERCAST MID 70’S Caseyville, Il 62232
_________________________________________________________________________________________________
3176 6 6 .7 Routine
3177 6 6 .7 Routine
3178 11 11 1.2 Routine
3179* 11 11 1.2 Routine
3180 11 11 1.2 Routine
3181 6 6 .7 Routine
3182 6 6 .7 Routine
3183 6 6 .7 Routine
3184 14 14 1.5 Routine
3185 14 14 1.5 Routine
3186 14 14 1.5 Routine
3187 14 14 1.5 Routine
3180 14 14 1.5 Routine
3189 6 6 .7 Routine
3121 6 6 .7 Routine
3122 6 6 .7 Routine
3123 6 6 .7 Routine
3153 6 6 .7 Routine
3154 6 6 .75 Routine
3124 6 6 .75 Routine
3155 6 6 .75 Routine
3125 6 6 .75 Routine
3126 6 6 .75 Routine
3157 6 6 .75 Routine
3127 6 6 .75 Routine
3158 6 6 .75 Routine
3128** 6 6 ,75 Routine
3159 6 6 .75 Routine
3129 6 6 .75 Routine
3160 6 6 .75 Routine
3130 6 6 .75 Routine
* Performance Test, Movement = < 1/8” – Acceptable
** Performance Test, Movement = 1/8” – Acceptable
Total Production Piers this day = 54
Total Production Piers to date = 867
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/8/21, OVERCAST MID 70’S Caseyville, Il 62232
_________________________________________________________________________________________________
FOOTING PREPARATION:
THE SEQUENCE OF PROCEDURES ARE IDENTICAL FOR ALL INSTANCES OF PREPARATION, AND ARE AS FOLLOWS:
Excavate to six inches below proposed Bottom of Footing Elevation
Compact the exposed subgrade, Piers now revealed – with a heavy vibratory plate compactor
Place six inches of 3/4” Crushed Stone upon the Prepared Subgrade
Compact said Crushed Stone
Crushed Stone Base now ready for Footing installation
Activity for Thursday, July 8th,2021: AREA D
Footing Subgrade Compaction / Preparation Detail :
The soil matrix encountered at subgrade elevation largely consists of uniform sands and fine sands with scant traces of a
non‐plastic silt. Therefore, the proper in‐situ compaction of this material is largely dependent on the relative moisture
content of the soil. Since the encountered materials are of native, (natural) deposition the water content can be variable
from location to location. Each situation must be evaluated to determine that the proper soil compaction techniques are
utilized vis‐à‐vis the moisture content of the soil. In other words, it may be necessary to moisten some areas with
supplied water in order to certify proper compaction in these circumstances.
THE FOOTING LINES AND SPECIFIC FOOTINGS, ACCORDING TO THE SCHEDULE BELOW WERE PREPARED THIS DAY:
FOOTING LINE
FROM – TO
FOOTING
COORDINATE
FOOTING
SIZE and TYPE
BOTTOM
ELEVATION
COMMENTS
B/d4 – B/d11 B/d11 F 7.0 23.0 Complete
B/d4 – B/d11 B/d8 F 8.0 22.9 Complete
B/d4 – B/d11 B/d6 F 7.0 23.0 Complete
B/d4 – B/d11 B/d4 F 8.0 22.9 Complete
SEE PHOTOS:
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/8/21, OVERCAST MID 70’S Caseyville, Il 62232
_________________________________________________________________________________________________
Grading and compacting adjacent F7.0 & F8.0 Footings along B Line (typical)
Placine Crushed Stone upon subgrade, F 7.0 Footing on B Line (typical)
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/9/21, RAIN, Mid – 70’s Caseyville, Il 62232
_________________________________________________________________________________________________
This Report is a summary installation list of installed vibratory stone columns, (VSC), in accordance with Submittal #31
3400-02.0 31 3400 – Aggregate Piers, prepared by CMC Professional Services LLC, 335 E. Geneva Rd #3116, Carol
Stream, Il 60188.
Glossary of Header Terms:
VSC Pier #: Each pier is identified by number according to location plan included in the above referenced
Submittal.
Proposed Depth: Total VSC depth from working grade to proposed bottom elevation as put forth in design
criteria.
Installed Depth: The as-built length of pier as constructed from working grade to termination in suitable native,
(bearing) soil.
Stone Take: The amount of Crushed Stone used in constructing a given Pier, (expressed in volume), one cubic
yard weighs approximately 1.2 Ton.
Comments: Note any deviation from standard installation procedures, proposed depths or changes in location of
said Pier.
Activity for Friday, July 9th, 2021:
VSC PIER # PROPOSED DEPTH INSTALLED DEPTH STONE TAKE Cu.Yds. COMMENTS
3161 6 6 .75 Routine
3131 6 6 .75 Routine
3162 6 6 .75 Routine
3132 6 6 .75 Routine
3163 6 6 .75 Routine
3133 6 6 .75 Routine
3164 6 6 .75 Routine
3134 6 6 .75 Routine
3165 6 6 .75 Routine
3135 6 6 .75 Routine
3166 6 6 .75 Routine
3136 6 6 .75 Routine
3167 6 6 .75 Routine
3137 6 6 .75 Routine
3168 6 6 .75 Routine
3138 6 6 .75 Routine
3169* 6 6 .75 Routine
3139 6 6 .75 Routine
3170 6 6 .75 Routine
3140 6 6 .75 Routine
3171 6 6 .7 Routine
3141 6 6 .7 Routine
2002 6 6 .7 Routine
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/9/21, RAIN, Mid – 70’s Caseyville, Il 62232
_________________________________________________________________________________________________
2001 9 9 1 Routine
2003 9 9 1 Routine
2004 9 9 1 Routine
2009 9 9 1 Routine
2008 9 9 1 Routine
2006 9 9 1 Routine
2007 6 6 .7 Routine
2005 9 9 1 Routine
2013 9 9 1 Routine
2022 6 6 .7 Routine
2014 9 9 1 Routine
2024 9 9 1 Routine
2023 9 9 1 Routine
2020 9 9 1 Routine
2021 9 9 1 Routine
2048 6 8 1 Routine
2047 9 9 1 Routine
2046 9 9 1 Routine
2065 9 9 1 Routine
2066 6 6 .72 Routine
2115 9 9 1 Routine
2116 6 6 .7 Routine
* Performance Test, Movement = 3/8” – Acceptable
Note: One test performed today due to breakdown.
Total Production Piers this day = 45
Total Production Piers to date = 912
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/9/21, RAIN, Mid – 70’s Caseyville, Il 62232
_________________________________________________________________________________________________
FOOTING PREPARATION:
THE SEQUENCE OF PROCEDURES ARE IDENTICAL FOR ALL INSTANCES OF PREPARATION, AND ARE AS FOLLOWS:
Excavate to six inches below proposed Bottom of Footing Elevation
Compact the exposed subgrade, Piers now revealed – with a heavy vibratory plate compactor
Place six inches of 3/4” Crushed Stone upon the Prepared Subgrade
Compact said Crushed Stone
Crushed Stone Base now ready for Footing installation
Activity for Friday, July 9th, 2021: AREA D
Footing Subgrade Compaction / Preparation Detail :
The soil matrix encountered at subgrade elevation largely consists of uniform sands and fine sands with scant traces of a
non‐plastic silt. Therefore, the proper in‐situ compaction of this material is largely dependent on the relative moisture
content of the soil. Since the encountered materials are of native, (natural) deposition the water content can be variable
from location to location. Each situation must be evaluated to determine that the proper soil compaction techniques are
utilized vis‐à‐vis the moisture content of the soil. In other words, it may be necessary to moisten some areas with
supplied water in order to certify proper compaction in these circumstances.
THE FOOTING LINES AND SPECIFIC FOOTINGS, ACCORDING TO THE SCHEDULE BELOW WERE PREPARED THIS DAY:
FOOTING LINE
FROM – TO
FOOTING
COORDINATE
FOOTING
SIZE and TYPE
BOTTOM
ELEVATION
COMMENTS
C / d3 – C / d8 C / d3 F 8.0 22.8 Complete
C / d3 – C / d8 C / d5 F 9.0 22.7 Complete
C / d3 – C / d8 C / d8 F 6.0 23.2 Complete
See Photos:
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/9/21, RAIN, Mid – 70’s Caseyville, Il 62232
_________________________________________________________________________________________________
Excavating to Subgrade Footing # C / d3
Grading Crushed Stone Footing # C / d5
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/10/21, Overcast, Mid – 70’s Caseyville, Il 62232
_________________________________________________________________________________________________
This Report is a summary installation list of installed vibratory stone columns, (VSC), in accordance with Submittal #31
3400-02.0 31 3400 – Aggregate Piers, prepared by CMC Professional Services LLC, 335 E. Geneva Rd #3116, Carol
Stream, Il 60188.
Glossary of Header Terms:
VSC Pier #: Each pier is identified by number according to location plan included in the above referenced
Submittal.
Proposed Depth: Total VSC depth from working grade to proposed bottom elevation as put forth in design
criteria.
Installed Depth: The as-built length of pier as constructed from working grade to termination in suitable native,
(bearing) soil.
Stone Take: The amount of Crushed Stone used in constructing a given Pier, (expressed in volume), one cubic
yard weighs approximately 1.2 Ton.
Comments: Note any deviation from standard installation procedures, proposed depths or changes in location of
said Pier.
Activity for Saturday, July 10th, 2021:
VSC PIER # PROPOSED DEPTH INSTALLED DEPTH STONE TAKE Cu.Yds. COMMENTS
2114 9 9 1 Routine
2144 6 6 .7 Routine
2050 9 9 1 Routine
2049 9 9 1 Routine
2068 9 9 1 Routine
2067 9 9 1 Routine
2147 10 10 1 Routine
2145 6 6 .7 Routine
2146* 10 10 1 Routine
2118 9 9 1 Routine
2117 9 9 1 Routine
2025 10 10 1 Routine
2026 10 10 1 Routine
2027 10 10 1 Routine
2028 9 9 1 Routine
2029 9 9 1 Routine
2030 10 10 1 Routine
2031 10 10 1 Routine
2032 10 10 1 Routine
2033 9 9 1 Routine
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/10/21, Overcast, Mid – 70’s Caseyville, Il 62232
_________________________________________________________________________________________________
2034 9 9 1 Routine
2035 10 10 1 Routine
2036 10 10 1 Routine
2037 10 10 1 Routine
2038 9 9 1 Routine
2039 9 9 1 Routine
2040 10 10 1 Routine
2041 10 10 1 Routine
2042** 9 9 1 Routine
2043 9 9 1 Routine
2061 10 10 1 Routine
2069 9 9 1 Routine
2070 9 9 1 Routine
2071 9 9 1 Routine
2072 9 9 1 Routine
2073 9 9 1 Routine
2074 9 9 1 Routine
2075 9 9 1 Routine
2076 9 9 1 Routine
2077 9 9 1 Routine
2078 9 9 1 Routine
2079 9 9 1 Routine
2080 9 9 1 Routine
2081 9 9 1 Routine
2082 9 9 1 Routine
2083 9 9 1 Routine
2084 9 9 1 Routine
2085 10 10 1 Routine
2086 10 10 .7 Routine
2060 10 10 1 Routine
2148 6 6 .7 Routine
2149 6 6 .7 Routine
2150 6 6 .75 Routine
2151 6 6 .75 Routine
2152 6 6 .75 Routine
2153 6 6 .75 Routine
2154 6 6 .75 Routine
2155 6 6 .75 Routine
2156 6 6 .75 Routine
2157 6 6 .75 Routine
2127 6 6 .7 Routine
2129 9 9 1 Routine
2158 10 10 1 Routine
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/10/21, Overcast, Mid – 70’s Caseyville, Il 62232
_________________________________________________________________________________________________
2159 10 10 1 Routine
2130 9 9 1 Routine
2119 6 6 .75 Routine
2120 6 6 .75 Routine
2121 6 6 .75 Routine
2122 6 6 .75 Routine
2123 6 6 .75 Routine
2124 6 6 .75 Routine
2125 6 6 .75 Routine
2126 6 6 .75 Routine
2128 6 6 .75 Routine
2051 6 6 .75 Routine
2052 6 6 .75 Routine
2053 6 6 .75 Routine
2054 6 6 .75 Routine
2055 6 6 .75 Routine
2056 6 6 .75 Routine
2057 6 6 .7 Routine
2058 6 6 .7 Routine
2059 6 6 .7 Routine
* Performance Test, Movement = 1/8” – Acceptable
** Performance Test, Movement = 3/8” – Acceptable
Total Production Piers this day = 83
Total Production Piers to date = 995
NO FOOTING PREPARATION THIS DATE
See Photos:
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/10/21, Overcast, Mid – 70’s Caseyville, Il 62232
_________________________________________________________________________________________________
Pier # 2117 – Mandrel at design depth
Pier # 2117 – Filling hopper with Crushed Stone
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/12/21, RAIN, Mid – 70’s Caseyville, Il 62232
_________________________________________________________________________________________________
This Report is a summary installation list of installed vibratory stone columns, (VSC), in accordance with Submittal #31
3400-02.0 31 3400 – Aggregate Piers, prepared by CMC Professional Services LLC, 335 E. Geneva Rd #3116, Carol
Stream, Il 60188.
Glossary of Header Terms:
VSC Pier #: Each pier is identified by number according to location plan included in the above referenced
Submittal.
Proposed Depth: Total VSC depth from working grade to proposed bottom elevation as put forth in design
criteria.
Installed Depth: The as-built length of pier as constructed from working grade to termination in suitable native,
(bearing) soil.
Stone Take: The amount of Crushed Stone used in constructing a given Pier, (expressed in volume), one cubic
yard weighs approximately 1.2 Ton.
Comments: Note any deviation from standard installation procedures, proposed depths or changes in location of
said Pier.
Activity for Monday, July 12th, 2021:
VSC PIER # PROPOSED DEPTH INSTALLED DEPTH STONE TAKE Cu.Yds. COMMENTS
2011 6 6 .7 Routine
2012 9 9 1 Routine
2010 9 9 1 Routine
2019 9 9 1 Routine
2018 9 9 1 Routine
2016 9 9 1 Routine
2015 9 9 1 Routine
2017 6 6 .7 Routine
2044 9 9 1 Routine
2045 9 9 1 Routine
2063 6 6 .72 Routine
3001 9 9 1 Routine
2064 9 9 1 Routine
2062 9 9 1 Routine
2089 14 14 1.5 Routine
2091 6 6 .7 Routine
2092 9 9 1 Routine
2088 14 14 1.5 Routine
2087 14 14 1.5 Routine
2090 14 14 1.5 Routine
2093 9 9 1 Routine
2094 9 9 1 Routine
2095 9 9 1 Routine
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/12/21, RAIN, Mid – 70’s Caseyville, Il 62232
_________________________________________________________________________________________________
2096 9 9 1 Routine
2097 9 9 1 Routine
2098 11 11 1.2 Routine
2099 11 11 1.2 Routine
2100 11 11 1.2 Routine
2101 9 9 1 Routine
2102 9 9 1 Routine
2103 9 9 1 Routine
2104A* 9 9 1 Routine
2105 9 9 1 Routine
2106 9 9 1 Routine
2107 9 9 1 Routine
2108 9 9 1 Routine
2109 9 9 1 Routine
2110 9 9 1 Routine
2111 9 9 1 Routine
2112 9 9 1 Routine
2113 9 9 1 Routine
2131 6 6 .7 Routine
2160 6 6 .7 Routine
2132 6 6 .7 Routine
2161 6 6 .7 Routine
2133 6 6 .7 Routine
2162 6 6 .7 Routine
2163 6 6 .7 Routine
2135 6 6 .7 Routine
2164 6 6 .7 Routine
2134 6 6 .7 Routine
2165 6 6 .7 Routine
2136 6 6 .7 Routine
2166 6 6 .7 Routine
2137 6 6 .7 Routine
2167 6 6 .7 Routine
2138 6 6 .7 Routine
2168 6 6 .7 Routine
2139 6 6 .7 Routine
2169 6 6 .7 Routine
2140 6 6 .7 Routine
2170** 6 6 .7 Routine
2141 6 6 .7 Routine
2171 6 6 .7 Routine
2142 6 6 .7 Routine
2172 6 6 .7 Routine
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/12/21, RAIN, Mid – 70’s Caseyville, Il 62232
_________________________________________________________________________________________________
2143 6 6 .7 Routine
2173 6 6 .7 Routine
2174 6 6 .7 Routine
2175 10 10 1 Routine
2176 6 6 .7 Routine
2177 6 6 .7 Routine
2178 6 6 .7 Routine
2179 6 6 .7 Routine
2180 6 6 .7 Routine
2181 6 6 .7 Routine
2182 6 6 .7 Routine
2183 6 6 .7 Routine
2184 6 6 .7 Routine
2185 6 6 .7 Routine
2186 10 10 1 Routine
2235 6 6 .7 Routine
2236 9 9 1 Routine
2237 9 9 1 Routine
2187 14 14 1.5 Routine
2188 14 14 1.5 Routine
2239 6 6 .7 Routine
2190 14 14 1.5 Routine
2189 14 14 1.5 Routine
2240 6 6 .7 Routine
2191 6 6 .7 Routine
2241 6 6 .7 Routine
2192 11 11 1.1 Routine
2193 11 11 1.2 Routine
2194 11 11 1.2 Routine
2242 6 6 .7 Routine
2195 6 6 .7 Routine
2243 6 6 .7 Routine
2196 6 6 .7 Routine
2197 14 14 1.5 Routine
2198 14 14 1.5 Routine
2244 6 6 .7 Routine
2199 14 14 1.5 Routine
2200 14 14 1.5 Routine
2245 6 6 .7 Routine
2201 6 6 .7 Routine
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/12/21, RAIN, Mid – 70’s Caseyville, Il 62232
_________________________________________________________________________________________________
* Performance Test, Movement = 1/8” – Acceptable
** Performance Test, Movement = <1/8” ‐ Acceptable
Total Production Piers this day = 106
Total Production Piers to date = 1018
FOOTING PREPARATION:
THE SEQUENCE OF PROCEDURES ARE IDENTICAL FOR ALL INSTANCES OF PREPARATION, AND ARE AS FOLLOWS:
Excavate to six inches below proposed Bottom of Footing Elevation
Compact the exposed subgrade, Piers now revealed – with a heavy vibratory plate compactor
Place six inches of 3/4” Crushed Stone upon the Prepared Subgrade
Compact said Crushed Stone
Crushed Stone Base now ready for Footing installation
Activity for Monday, July 12th, 2021: AREA D
Footing Subgrade Compaction / Preparation Detail :
The soil matrix encountered at subgrade elevation largely consists of uniform sands and fine sands with scant traces of a
non‐plastic silt. Therefore, the proper in‐situ compaction of this material is largely dependent on the relative moisture
content of the soil. Since the encountered materials are of native, (natural) deposition the water content can be variable
from location to location. Each situation must be evaluated to determine that the proper soil compaction techniques are
utilized vis‐à‐vis the moisture content of the soil. In other words, it may be necessary to moisten some areas with
supplied water in order to certify proper compaction in these circumstances.
THE FOOTING LINES AND SPECIFIC FOOTINGS, ACCORDING TO THE SCHEDULE BELOW WERE PREPARED THIS DAY:
FOOTING LINE
FROM – TO
FOOTING
COORDINATE
FOOTING
SIZE and TYPE
BOTTOM
ELEVATION
COMMENTS
C/d10 – C/d22 C/d10 F 7.0 23.0 Complete
C/d10 – C/d22 C/d14 F 8.0 22.9 Complete
C/d10 – C/d22 C/d16 F 7.0 23.0 Complete
C/d10 – C/d22 C/d18 F 6.0 23.2 Complete
C/d10 – C/d22 C/d20 F 9.0 22.7 Complete
C/d10 – C/d22 C/d22 F 8.0 22.9 Complete
D/d24 – D/d22 D/d22 F 7.9 23.0 Complete
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/12/21, RAIN, Mid – 70’s Caseyville, Il 62232
_________________________________________________________________________________________________
See Photos:
Preparing Subgrade moving Westerly along D Line from D/d23
Excavating to Subgrade, revealing Piers at Footing # D/d22
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/13/21, Overcast – Low 70’s Caseyville, Il 62232
_________________________________________________________________________________________________
This Report is a summary installation list of installed vibratory stone columns, (VSC), in accordance with Submittal #31
3400-02.0 31 3400 – Aggregate Piers, prepared by CMC Professional Services LLC, 335 E. Geneva Rd #3116, Carol
Stream, Il 60188.
Glossary of Header Terms:
VSC Pier #: Each pier is identified by number according to location plan included in the above referenced
Submittal.
Proposed Depth: Total VSC depth from working grade to proposed bottom elevation as put forth in design
criteria.
Installed Depth: The as-built length of pier as constructed from working grade to termination in suitable native,
(bearing) soil.
Stone Take: The amount of Crushed Stone used in constructing a given Pier, (expressed in volume), one cubic
yard weighs approximately 1.2 Ton.
Comments: Note any deviation from standard installation procedures, proposed depths or changes in location of
said Pier.
Activity for Tuesday, July 13th, 2021:
VSC PIER # PROPOSED DEPTH INSTALLED DEPTH STONE TAKE Cu.Yds. COMMENTS
2246 6 6 .7 Routine
2202 6 6 .7 Routine
2203 11 11 1 Routine
2204 11 11 1 Routine
2205* 11 11 1 Routine
2247 6 6 .7 Routine
2206 6 6 .7 Routine
2248 6 6 .7 Routine
2207 11 11 1 Routine
2208 11 11 1 Routine
2209 11 11 1 Routine
2249 6 6 .7 Routine
2210 6 6 .7 Routine
2250 6 6 .7 Routine
2211 11 11 1 Routine
2212 11 11 1 Routine
2213 11 11 1 Routine
2251 6 6 .7 Routine
2215 14 14 1.5 Routine
2214 14 14 1.5 Routine
2216 14 14 1.5 Routine
2217 14 14 1.5 Routine
2218 14 14 1.5 Routine
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/13/21, Overcast – Low 70’s Caseyville, Il 62232
_________________________________________________________________________________________________
2219 14 14 1.5 Routine
2252 6 6 .7 Routine
2220 6 6 .7 Routine
2221 9 9 1 Routine
2255 10 10 1 Routine
2222 9 9 1 Routine
2223 11 11 1 Routine
2224 11 11 1 Routine
2225 11 11 1 Routine
2226 6 6 .7 Routine
2253 6 6 .7 Routine
2254 10 10 1 Routine
2256 6 6 .7 Routine
2257 6 6 .7 Routine
2227 6 6 .7 Routine
2258 6 6 .7 Routine
2228 6 6 .7 Routine
2259 6 6 .7 Routine
2229 6 6 .7 Routine
2260 6 6 .7 Routine
2230 6 6 .7 Routine
2261 6 6 .7 Routine
2231 6 6 .7 Routine
2262 6 6 .7 Routine
2232 6 6 .7 Routine
2263 6 6 .7 Routine
2233 6 6 .7 Routine
2264 6 6 .7 Routine
2234 6 6 .7 Routine
2265 6 6 .7 Routine
2238 10 10 1 Routine
2266 10 10 1 Routine
2268 9 9 1 Routine
2267 9 9 1 Routine
2297 6 6 .7 Routine
2298 10 10 1 Routine
2269 6 6 .7 Routine
2299 6 6 .7 Routine
2300 6 6 .7 Routine
2270 6 6 .7 Routine
2301 14 14 1.5 Routine
2302 14 14 1.5 Routine
2303 14 14 1.5 Routine
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/13/21, Overcast – Low 70’s Caseyville, Il 62232
_________________________________________________________________________________________________
2304** 14 14 1.5 Routine
2271 6 6 .7 Routine
2305 6 6 .7 Routine
2272 6 6 .7 Routine
2306 6 6 .7 Routine
2273 6 6 .7 Routine
2307 9 9 1 Routine
2308 9 9 1 Routine
2274 6 6 .7 Routine
2309 6 6 .7 Routine
2310 14 14 1.5 Routine
2311 14 14 1.5 Routine
2312 14 14 1.5 Routine
2313 14 14 1.5 Routine
2275 6 6 .7 Routine
2276 6 6 .7 Routine
2314 6 6 .7 Routine
2315 6 6 .7 Routine
2277 6 6 .7 Routine
2316 6 6 .7 Routine
2278 6 6 .7 Routine
2317 6 6 .7 Routine
2279 6 6 .7 Routine
2318 6 6 .7 Routine
2280 6 6 .7 Routine
2319 6 6 .7 Routine
2281 6 6 .7 Routine
2320 6 6 .7 Routine
2282 6 6 .7 Routine
2283 14 14 1.5 Routine
2284 14 14 1.5 Routine
2285 14 14 1.5 Routine
2286 14 14 1.5 Routine
2287 14 14 1.5 Routine
2288 6 6 .7 Routine
2289 6 6 .7 Routine
2290 6 6 .7 Routine
2291 6 6 .7 Routine
2292 6 6 .7 Routine
2293 6 6 .7 Routine
2294 6 6 .7 Routine
2295 6 6 .7 Routine
2296 6 6 .7 Routine
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/13/21, Overcast – Low 70’s Caseyville, Il 62232
_________________________________________________________________________________________________
* Performance Test, Movement = ¼” Acceptable
** Performance Test, Movement = 1/8” Acceptable
Total Production Piers this day = 109
Total Production Piers to date = 1127
FOOTING PREPARATION:
THE SEQUENCE OF PROCEDURES ARE IDENTICAL FOR ALL INSTANCES OF PREPARATION, AND ARE AS FOLLOWS:
Excavate to six inches below proposed Bottom of Footing Elevation
Compact the exposed subgrade, Piers now revealed – with a heavy vibratory plate compactor
Place six inches of 3/4” Crushed Stone upon the Prepared Subgrade
Compact said Crushed Stone
Crushed Stone Base now ready for Footing installation
Activity for Tuesday, July 13th, 2021: AREA D
Footing Subgrade Compaction / Preparation Detail :
The soil matrix encountered at subgrade elevation largely consists of uniform sands and fine sands with scant traces of a
non‐plastic silt. Therefore, the proper in‐situ compaction of this material is largely dependent on the relative moisture
content of the soil. Since the encountered materials are of native, (natural) deposition the water content can be variable
from location to location. Each situation must be evaluated to determine that the proper soil compaction techniques are
utilized vis‐à‐vis the moisture content of the soil. In other words, it may be necessary to moisten some areas with
supplied water in order to certify proper compaction in these circumstances.
THE FOOTING LINES AND SPECIFIC FOOTINGS, ACCORDING TO THE SCHEDULE BELOW WERE PREPARED THIS DAY:
FOOTING LINE
FROM – TO
FOOTING
COORDINATE
FOOTING
SIZE and TYPE
BOTTOM
ELEVATION
COMMENTS
A/d2 – B.4/d2 A.5 / d2 F 35.7 x 5.0 22.7 Complete
A/d2 – B.4/d2 B.4 / d2 F 4.0 23.2 Complete
C/d1 – D/d1 C / d1 F 5.0 23.2 Complete
C/d1 – D/d1 D / d1 F 6.0 23.2 Complete
D/d1 – D/d3 D / d3 F 7.0 23.0 Complete
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/14/21, Overcast – Low 80’s Caseyville, Il 62232
_________________________________________________________________________________________________
This Report is a summary installation list of installed vibratory stone columns, (VSC), in accordance with Submittal #31
3400-02.0 31 3400 – Aggregate Piers, prepared by CMC Professional Services LLC, 335 E. Geneva Rd #3116, Carol
Stream, Il 60188.
Glossary of Header Terms:
VSC Pier #: Each pier is identified by number according to location plan included in the above referenced
Submittal.
Proposed Depth: Total VSC depth from working grade to proposed bottom elevation as put forth in design
criteria.
Installed Depth: The as-built length of pier as constructed from working grade to termination in suitable native,
(bearing) soil.
Stone Take: The amount of Crushed Stone used in constructing a given Pier, (expressed in volume), one cubic
yard weighs approximately 1.2 Ton.
Comments: Note any deviation from standard installation procedures, proposed depths or changes in location of
said Pier.
Activity for Wednesday, July14th, 2021:
VSC Pier # Proposed Depth Installed Depth Stone Take Cu. Yds. Comments
2336 6 6 .7 Routine
2373 6 6 .7 Routine
2374 6 6 .7 Routine
2337 6 6 .7 Routine
2338 6 6 .7 Routine
2375 11 11 1.1 Routine
2376 11 11 1.2 Routine
2377 11 11 1.1 Routine
2378 6 6 .7 Routine
2339 6 6 .7 Routine
2379 6 6 .7 Routine
2340 6 6 .7 Routine
2380 6 6 .7 Routine
2341 6 6 .7 Routine
2380 6 6 .7 Routine
2381 6 6 .7 Routine
2382 6 6 .7 Routine
2342 6 6 .7 Routine
2343 9 9 1 Routine
2344 9 9 1 Routine
2383 6 6 .7 Routine
2345 14 14 1.5 Routine
2346 14 14 1.5 Routine
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/14/21, Overcast – Low 80’s Caseyville, Il 62232
_________________________________________________________________________________________________
2347* 14 14 1.5 Routine
2348 14 14 1.5 Routine
2349 14 14 1.5 Routine
2350 14 14 1.5 Routine
2351 14 14 1.5 Routine
2352 14 14 1.5 Routine
2353 14 14 1.5 Routine
2354 14 14 1.5 Routine
2355 14 14 1.5 Routine
2356 6 6 .7 Routine
2357 6 6 .7 Routine
2321 6 6 .7 Routine
2322 10 10 1 Routine
2358 6 6 .7 Routine
2360 10 10 1 Routine
2361 6 6 .7 Routine
2323 6 6 .7 Routine
2362 6 6 .7 Routine
2324 6 6 .7 Routine
2363 6 6 .7 Routine
2325 6 6 .7 Routine
2364 6 6 .7 Routine
2326 6 6 .7 Routine
2365 6 6 .7 Routine
2327 6 6 .7 Routine
2366 6 6 .7 Routine
2328 6 6 .7 Routine
2367 6 6 .7 Routine
2329 6 6 .7 Routine
2368 6 6 .7 Routine
2330 6 6 .7 Routine
2369 6 6 .7 Routine
2331 6 6 .7 Routine
2370 6 6 .7 Routine
2332 6 6 .7 Routine
2333 10 10 1 Routine
2335 9 9 1 Routine
2334 9 9 1 Routine
2371 10 10 1 Routine
2372 10 10 1 Routine
2405 9 9 1 Routine
2404 9 9 1 Routine
2403 6 9 .7 Routine
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/14/21, Overcast – Low 80’s Caseyville, Il 62232
_________________________________________________________________________________________________
2440 10 10 1 Routine
2439 6 6 .7 Routine
2441 10 10 1 Routine
* Performance Test, Movement = 1/8”, Acceptable
Total Production Piers this day = 69
Total Production Piers to date = 1196
FOOTING PREPARATION:
THE SEQUENCE OF PROCEDURES ARE IDENTICAL FOR ALL INSTANCES OF PREPARATION, AND ARE AS FOLLOWS:
Excavate to six inches below proposed Bottom of Footing Elevation
Compact the exposed subgrade, Piers now revealed – with a heavy vibratory plate compactor
Place six inches of 3/4” Crushed Stone upon the Prepared Subgrade
Compact said Crushed Stone
Crushed Stone Base now ready for Footing installation
Activity for Wednesday, July 14th, 2021: AREA D
Footing Subgrade Compaction / Preparation Detail :
The soil matrix encountered at subgrade elevation largely consists of uniform sands and fine sands with scant traces of a
non‐plastic silt. Therefore, the proper in‐situ compaction of this material is largely dependent on the relative moisture
content of the soil. Since the encountered materials are of native, (natural) deposition the water content can be variable
from location to location. Each situation must be evaluated to determine that the proper soil compaction techniques are
utilized vis‐à‐vis the moisture content of the soil. In other words, it may be necessary to moisten some areas with
supplied water in order to certify proper compaction in these circumstances.
THE FOOTING LINES AND SPECIFIC FOOTINGS, ACCORDING TO THE SCHEDULE BELOW WERE PREPARED THIS DAY:
FOOTING LINE
FROM – TO
FOOTING
COORDINATE
FOOTING
SIZE and TYPE
BOTTOM
ELEVATION
COMMENTS
D/d3‐D/d10 D/d5 F9.0 22.7 Complete
D.1/ii‐D.1jj D.1/ii F9.0 22.7 Complete
D/d3‐D/d10 D/d10 F6.0 23.2 Compete
D.1/ii‐D.1/jj D.1/jj F6.0 23.2 Complete
D/d3‐D/d10 D/d9 F5.0 23.2 Complete
D.5/ii D.5/ii F5.0 21.2 Complete‐Area C
See Photos:
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/14/21, Overcast – Low 80’s Caseyville, Il 62232
_________________________________________________________________________________________________
Excavating Footing # D/d5
Compacting Subgrade Footing # D/d5
Earthwork Monitoring, Daily Field Report Geotechnical Partnership, Inc.
Dennis‐Yarmouth Intermediate School File No. 1814‐02
Field Representative: Francis E. Sviokla Earthwork Contractor: Robert B Our Co., Inc
General Contractor: Commodore Builders 24 Great Western Rd., Harwich, MA 02645
404 Wyman St., Suite 400, Waltham, MA 02451 Pier Installer: CNC Foundations, 8251 Bunkum Rd.
Date on site: 7/14/21, Overcast – Low 80’s Caseyville, Il 62232
_________________________________________________________________________________________________
Placing Crushed Stone upon Subgrade Footing # D/d5
Compacting Crushed Stone Footing # D/d5