HomeMy WebLinkAboutSPECIAL INSPECTIONS - Teton River Flats Community HousingInspection Date:
07/01/2021
File Name:
20075DFR07012021CTL
Inspector's Signature:Inspector's Name:
Chase Lake
Reviewer's Signature:Reviewer's Name:
W. Moffat
Reviewed Date:
07/02/2021
FEF4E596-95D5-42A8-83B3-1A1A39EC5AC4 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Daily Field Report
Project Name:
Teton River Flats
Start Time:
03:15 PM
Client:
Headwater's Construction
Contractor:
Thompson
End Time:
05:15 PM
Inspection Type(s):
Earthwork Inspection
Location(s):
Parking lot between A and B buildings (see plan
photo)
Observations/ Remarks:
I was already on site for concrete testing, previous to taking densities. They had the west side of the
parking lot finished and ready to test. After that side passed, I waited around for them to compact the
other half of the lot. Everything passed once they finished.
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Inspection Images:
Inspection Date:
07/01/2021
File Name:
20075DFR07012021CTL
Inspector's Signature:Inspector's Name:
Chase Lake
Reviewer's Signature:Reviewer's Name:
W. Moffat
Reviewed Date:
07/01/2021
AE865794-AAD3-427E-8F03-0EBE0E322CFC 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Daily Field Report
Project Name:
Teton River Flats
Start Time:
01:00 PM
Client:
Headwater's Construction
Contractor:
Alpha Concrete
End Time:
03:15 PM
Inspection Type(s):
Concrete Placement
Location(s):
Building D4 foundation walls
Observations/ Remarks:
Arrived with plenty of time to setup for concrete pour. Tests were within specifications, and I observed
the duration of the pour. One of the subcontractors, Jared, watched my concrete tests. The results
were reported to him. A mechanical vibrator was used on the poured concrete.
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Inspection Images:
Inspection Date:
07/01/2021
File Name:
20075DFR07012021CTL
Inspector's Signature:Inspector's Name:
Chase Lake
Reviewer's Signature:Reviewer's Name:
W. Moffat
Reviewed Date:
07/01/2021
AE865794-AAD3-427E-8F03-0EBE0E322CFC 2
Inspection Date:
07/07/2021
File Name:
20075DFR07072021WDM
Inspector's Signature:Inspector's Name:
W. Moffat
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/07/2021
5b433c08aac70bf4-1625683246560 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Daily Field Report
Project Name:
Teton River Flats
Start Time:
11:30 AM
Client:
Headwater's Construction
Contractor:
Thompson Excavation
End Time:
01:00 PM
Inspection Type(s):
Earthwork Inspection
Other
Location(s):
Pad for building D4.
Observations/ Remarks:
Arrived on site at approximately 11:45 a.m. and they were not quite ready for me. While I waited I
standardized the gauge and got ready to do density. I got passing numbers and I informed a foreman
at which point he told us to come back later this afternoon for another lift.
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Inspection Date:
07/07/2021
File Name:
20075DFR07072021JMD
Inspector's Signature:Inspector's Name:
J. Denton
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/07/2021
7903a7d3ce66ca07-1625668099158 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Daily Field Report
Project Name:
Teton River Flats
Start Time:
06:00 AM
Client:
Headwaters Construction
Contractor:
Alpha Concrete
End Time:
10:00 AM
Inspection Type(s):
Concrete Placement
Concrete Reinforcement
Location(s):
Concrete foundation walls building D2
Footing pads directly south of D2 and D4
Porch slab on grade building B1
Observations/ Remarks:
I arrived on site and began my observation of the steel reinforcement placed in the foundation walls on
building D2 and the small footing pads directly south of D2 and D4. I observed that the rebar had been
placed by the contractor within general conformance to project documents. I then tested the concrete
placed in the foundation walls for building D2. While I tested I noticed another truck pouring the slab
on B1 and the footings south of D2 and D4 but I was unable to grab a sample in time to make
cylinders from that mix because I was testing the foundation walls on building D2. I observed the
contractors consolidate the foundation walls by mechanical vibration. I informed the contractor and
concrete supplier of my observations and left the site.
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Inspection Images:
Inspection Date:
07/07/2021
File Name:
20075DFR07072021JMD
Inspector's Signature:Inspector's Name:
J. Denton
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/07/2021
7903a7d3ce66ca07-1625668099158 2
Inspection Date:
07/07/2021
File Name:
20075DFR07072021JMD
Inspector's Signature:Inspector's Name:
J. Denton
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/07/2021
7903a7d3ce66ca07-1625668099158 3
Inspection Date:
07/07/2021
File Name:
20075DFR07072021JMD
Inspector's Signature:Inspector's Name:
J. Denton
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/07/2021
7903a7d3ce66ca07-1625668099158 4
Inspection Date:
07/07/2021
File Name:
20075DFR07072021CTL
Inspector's Signature:Inspector's Name:
Chase Lake
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/08/2021
6D2EA620-A8B9-417A-9952-ECA5C3A729AB 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Daily Field Report
Project Name:
Teton River Flats
Start Time:
02:45 PM
Client:
Headwater's Construction
Contractor:
Thompson
End Time:
04:00 PM
Inspection Type(s):
Earthwork Inspection
Location(s):
Building D4 interior foundation pad.
Observations/ Remarks:
Arrived just before 3pm and the 1st lift of pit run was ready for me to test. I had one of the guys drive
the roller over it one more time, then everything passed. Chris said that they will want us to test the
2nd lift tomorrow morning around 9am.
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Inspection Date:
07/08/2021
File Name:
20075DFR07082021EJB
Inspector's Signature:Inspector's Name:
Emma Brown
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/08/2021
EA620824-E767-47B5-BD07-A050B9A21828 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Daily Field Report
Project Name:
Teton River Flats
Start Time:
08:00 AM
Client:
Headwater's Construction
Contractor:
Thompson
End Time:
11:45 AM
Inspection Type(s):
Other
Location(s):
Trench in front of Unit 6101 and 6102, Building
directly behind the easternmost building.
Observations/ Remarks:
I arrived on site around 8:40 and talked to Don and was told that they needed me to take densities for
one of the buildings as well as in a trench they were filling. I waited until they finished compacting the
foundation for the building and took densities at around 9:30. All four corners passed and the results
were reported to the worker. I then took densities in the trench. The soil was a mix of different soils
but was mostly native soil. Don said that he just wanted to make sure that the soil was compacted to
the best they could do. I used the Native Soil Proctor and I got 95% passing. Don decided to add
another layer of soil that was pit run. He added about a foot and a half and compacted it well. I then
took densities on that soil and they got passing densities. Don informed me that they were going to try
to get 4 more building spots ready for me to take densities and to come back around 2:00. I left the
site at around 11:00 and made it back to the lab around 11:25.
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Inspection Date:
07/09/2021
File Name:
20075DFR07092021LC
Inspector's Signature:Inspector's Name:
L. Clifford
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/09/2021
11219B45-D08A-4DC5-95CC-06FD6FD5BDF8 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Daily Field Report
Project Name:
Teton River Flats
Start Time:
11:00 AM
Client:
Headwater's Construction
Contractor:
Alpha Concrete Construction
End Time:
01:00 PM
Inspection Type(s):
Concrete Placement
Concrete Reinforcement
Location(s):
Unit D7
Observations/ Remarks:
Arrived on site around 11:30 AM and inspected rebar reinforcement for footings of unit D7. Began
concrete testing around 11:45 AM and informed Cameron from Alpha Concrete Construction of passing
concrete test results. Finished testing by 12 PM and left concrete strength specimen cylinders in red
connect engineer in cooler just east of storage containers to the south of unit D7. Left site around
12:30 PM.
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Inspection Images:
Inspection Date:
07/09/2021
File Name:
20075DFR07092021LC
Inspector's Signature:Inspector's Name:
L. Clifford
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/09/2021
11219B45-D08A-4DC5-95CC-06FD6FD5BDF8 2
Inspection Date:
07/09/2021
File Name:
20075DFR07092021LC
Inspector's Signature:Inspector's Name:
L. Clifford
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/09/2021
11219B45-D08A-4DC5-95CC-06FD6FD5BDF8 3
Inspection Date:
07/12/2021
File Name:
20075DFR07122021ES
Inspector's Signature:Inspector's Name:
Edgar Salinas
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/12/2021
DD1401BC-FA7F-48DE-8D10-81112624E43E 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Daily Field Report
Project Name:
Teton River Flats
Start Time:
11:45 AM
Client:
Headwater's Construction
Contractor:
Thompson’s Excavation & Asphalt
End Time:
02:00 PM
Inspection Type(s):
Earthwork Inspection
Location(s):
Teton River Flats.
Observations/ Remarks:
Arrived on site, and tested D5 first. It was not passing, so more water was added and compaction was
done with a roller. After that D5 passed. D6 was tested and it all passed as well.
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Inspection Date:
07/13/2021
File Name:
20075DFR07132021CTL
Inspector's Signature:Inspector's Name:
Chase Lake
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/14/2021
7228FB68-267C-4A86-BC1C-66485E21784D 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Daily Field Report
Project Name:
Teton River Flats
Start Time:
01:15 PM
Client:
Headwater's Construction
Contractor:
Alpha Concrete
End Time:
03:30 PM
Inspection Type(s):
Concrete Placement
Location(s):
Building D7 foundation wall
Observations/ Remarks:
Arrived right when the first truck began pouring. Emma and Edgar were there testing densities, and
they were able to help me with concrete testing as well. The air content was on the top end of specs,
being at 6.5%. Slump was 5 inches, which is within specs. I reported results to the first concrete truck
driver, who reported to the subcontractor and crewmen. Leftover concrete from the 2nd truck was
used for building D8 footings, and a third truck arrived for that footing as well. Observed the entire
duration of the D7 foundation wall pour, but left while they were pouring the D8 footings, since I was
not told to test or observe that pour. It was a separate order that wasn’t noted on the ticket.
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Inspection Images:
Inspection Date:
07/13/2021
File Name:
20075DFR07132021CTL
Inspector's Signature:Inspector's Name:
Chase Lake
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/14/2021
7228FB68-267C-4A86-BC1C-66485E21784D 2
Inspection Date:
07/13/2021
File Name:
20075DFR07132021EJB
Inspector's Signature:Inspector's Name:
Emma Brown
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/14/2021
7523C338-E2EC-4A49-908D-F69E297E55C7 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Daily Field Report
Project Name:
Teton River Flats
Start Time:
08:00 AM
Client:
Headwater's Construction
Contractor:
Thompson
End Time:
02:45 PM
Inspection Type(s):
Other
Location(s):
Buildings D1,D2,D3
Observations/ Remarks:
We left the lab at 8:15 AM after standardizing the gauge and arrived on site at 8:30 AM. The
contractor informed us which buildings we were going to perform densities on. We took densities and
reported the results to the contractor. He then told us that they were going to do more lifts on Building
D2. They added a lift of Native Silt and we took densities. Those were again reported to the contractor
and he proceeded to add another lift. This was at around 10:30 AM. The next lift was finished at
around 12:00 PM and we took densities and they all passed. This was then reported to the contractor
and he said they would do one last lift. They finished the last lift at around 1:45 PM. One corner did not
pass and they had to re-roll that corner and then it passed. All the results were reported to the
contractor and he said that that was all for the day. We left the site at around 2:20 PM and got back to
the lab around 2:45 PM.
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Inspection Date:
07/14/2021
File Name:
20075CP07142021YK
Inspector's Signature:Inspector's Name:
Yannick Kabwika
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/14/2021
345b909c5362d83b-1626277479920 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Daily Field Report
Project Name:
Teton River Flats
Start Time:
06:30 AM
Client:
Headwater's Construction
Contractor:
Alpha Concrete
End Time:
10:00 AM
Inspection Type(s):
Concrete Placement
Location(s):
Interior slab for buildings B7 and D1
Observations/ Remarks:
I arrived on the site at 6:00 AM, but the pour didn't start until 7:00 AM. The slump was 7.25 in which
is above the specs for that pouring. I reported to the contractor, and he told me they were using
plasticizer in the mixture.
I also observed that the rebars were laying on the ground at some places before the pouring, but the
contractor told me they were going to lift them up when they start pouring.
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Inspection Images:
Inspection Date:
07/14/2021
File Name:
20075CP07142021YK
Inspector's Signature:Inspector's Name:
Yannick Kabwika
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/14/2021
345b909c5362d83b-1626277479920 2
Inspection Date:
07/16/2021
File Name:
20075DFR07162021CTL
Inspector's Signature:Inspector's Name:
Chase Lake
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/19/2021
F7A959F3-EBCA-45C0-88C0-B5A7DE4C34A3 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Daily Field Report
Project Name:
Teton River Flats
Start Time:
08:45 AM
Client:
Headwater's Construction
Contractor:
Thompson Excavating
End Time:
03:15 PM
Inspection Type(s):
Earthwork Inspection
Location(s):
Waterline trench south of B buildings (see plan
photo)
Observations/ Remarks:
Arrived at 9:00 a.m. to test the native soil in the trench. Don told me that they were going to use 4
lifts of native soil to backfill the trench. Upon waiting for each lift, everything passed within specs. I
kept in communication with Don, and tested as he rolled over the native soil.
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Inspection Images:
Inspection Date:
07/16/2021
File Name:
20075DFR07162021CTL
Inspector's Signature:Inspector's Name:
Chase Lake
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/19/2021
F7A959F3-EBCA-45C0-88C0-B5A7DE4C34A3 2
Inspection Date:
07/16/2021
File Name:
20075DFR07162022AM
Inspector's Signature:Inspector's Name:
Alvaro Montes
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/16/2021
4F2EE28B-4E92-4A8E-BBE0-5A4E2C55CE3B 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Daily Field Report
Project Name:
Teton River Flats
Start Time:
12:00 PM
Client:
Headwater's Construction
Contractor:
Affordable Concrete
End Time:
02:15 PM
Inspection Type(s):
Concrete Placement
Location(s):
Teton River Flats.
Observations/ Remarks:
I arrived at the job site at around 12:00 PM, set up my equipment and at 12:30 PM concrete truck
arrived. Then I took my sample and started to perform air test, air was 4.5 %. After air, I did slump
test and was about 4.0 inches. Finally, I reported the temperature, air and slump to contractor.
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Inspection Date:
07/19/2021
File Name:
20075DFR07192021CTL
Inspector's Signature:Inspector's Name:
Chase Lake
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/19/2021
66667085-74C8-446B-892B-4D4A9035503D 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Daily Field Report
Project Name:
Teton River Flats
Start Time:
01:00 PM
Client:
Headwater's Construction
Contractor:
Alpha Concrete
End Time:
03:00 PM
Inspection Type(s):
Concrete Placement
Location(s):
Building D5 exterior footings.
Observations/ Remarks:
Andrew and I arrived just after 1:00 pm. The pour started on time at 1:30 pm; air was at 4.8% and
slump was 3.75 inches. We informed the truck driver and Hayden, one of the concrete crewmen.
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Inspection Images:
Inspection Date:
07/21/2021
File Name:
20075DFR07212021CTL
Inspector's Signature:Inspector's Name:
Chase Lake
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/26/2021
1DCC2079-65E3-4A56-970E-8657FDB9EA28 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Daily Field Report
Project Name:
Teton River Flats
Start Time:
08:30 AM
Client:
Headwater's Construction
Contractor:
Thompson Excavating
End Time:
04:15 PM
Inspection Type(s):
Earthwork Inspection
Other
Location(s):
Main parking lot and small road section north of
parking lot (see plan photos).
Observations/ Remarks:
Arrived right at 9:00 am to test 3/4” base on main parking lot, as well as pit run and 3/4” base on
small section just north of the parking lot. Asphalt paving was starting at the same time as my
aggregate tests, so they asked me to stay and test the asphalt as well. One of the Thompson
contractors, Jared, requested for me to test asphalt. Don then had me test 2 lifts of pit run and a lift of
3/4” base on the small section north of the parking lot. Once that small section passed compaction on
aggregate, they paved over that area. Observed the entire paving project. I submitted 2 reports
because of the last minute notice of them paving that additional small area. See attached plan photos
of aggregate tests, and Asphalt Test Sets 1 and 2.
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Inspection Images:
Inspection Date:
07/21/2021
File Name:
20075DFR07212021CTL
Inspector's Signature:Inspector's Name:
Chase Lake
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/26/2021
1DCC2079-65E3-4A56-970E-8657FDB9EA28 2
Inspection Date:
07/21/2021
File Name:
20075DFR07212021CTL
Inspector's Signature:Inspector's Name:
Chase Lake
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/26/2021
1DCC2079-65E3-4A56-970E-8657FDB9EA28 3
Inspection Date:
07/21/2021
File Name:
20075DFR07212021CTL
Inspector's Signature:Inspector's Name:
Chase Lake
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/26/2021
1DCC2079-65E3-4A56-970E-8657FDB9EA28 4
Inspection Date:
07/22/2021
File Name:
20075DFR07222021CTL
Inspector's Signature:Inspector's Name:
Chase Lake
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/26/2021
56A66E46-5207-4865-8F27-5AC167E7A53A 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Daily Field Report
Project Name:
Teton River Flats
Start Time:
06:30 AM
Client:
Headwater's Construction
Contractor:
Alpha Concrete
End Time:
09:30 AM
Inspection Type(s):
Concrete Placement
Location(s):
Building D5 foundation walls, columns on building
D3.
Observations/ Remarks:
Arrived a bit early for the pour, and the process went smoothly. The crewmen used a mechanical
vibrator on the walls, but also had to use it for getting concrete out of the truck. However, the slump
was 5.75 inches and air was 4.2%. The truck driver mixed his concrete right before I received the
sample, so that must explain the higher slump. I informed a couple of the crewmen of the test results,
and observed the entire duration of the pour. Once the foundation walls were poured, the second truck
also poured 2 columns on building D3. In addition, leftover concrete from that truck poured into
footings for building D6. A third truck showed up which was not specified on the ticket.
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Inspection Images:
Inspection Date:
07/22/2021
File Name:
20075DFR07222021CTL
Inspector's Signature:Inspector's Name:
Chase Lake
Reviewer's Signature:Reviewer's Name:
E. Vail
Reviewed Date:
07/26/2021
56A66E46-5207-4865-8F27-5AC167E7A53A 2