Posts Tagged ‘HP Inspections’

Testing Soil Compaction

Tuesday, June 2nd, 2009

Our soil compaction was to be completed to at least 90%

It was.

Soil Compaction

Our soils report stated, ‘The drainage material and the clayey soil cap should be placed in layers about 6 inches thick and moderately compacted by hand-operated equipment to eliminate voids and to minimize post-construction settlement.’

We engaged HP Inspections to test our soil compaction throughout the backfill process, which they did.

Today, the final testing was completed.

We’re good.

HP Inspections testing the soil compaction.

HP Inspections testing the soil compaction.

The inspector came armed with a CPN MC-3 Portaprobe.

The inspector came armed with a CPN MC-3 Portaprobe.

Parking in the Driveway

Monday, April 27th, 2009

It is satisfying that we have finally reclaimed the real estate at the front of the house and can [almost] park in the driveway.  Yeah!

Compaction Testing by HP Inspections

We had HP Inspections perform four compaction tests this morning.  These tests were of the soils that were distributed and compacted on Saturday.  The test results were all over 90% with one test over 95%.  Excellent!

Carlos, from HP Inspections, tests the soil compaction that was completed on Saturday.

Carlos, from HP Inspections, tests the soil compaction that was completed on Saturday.

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Coring the Shotcrete Test Panel

Thursday, March 26th, 2009

It was a lot of work and was completed by 4:00 pm Pacific.  And the shotcrete core samples were delivered to HP Inspections by 5:15 pm.

Concrete Core Samples from the Shotcrete Test Panel

We completed the shotcrete test panel on Wednesday, March 18 so now we had to deliver the three shotcrete core samples to HP Inspections.  Bryan, under Jorge’s instructions, used a concrete drill to obtain the core samples.

Bill Brown provided a Hilti concrete drill with various coring bits (3 inch, 4 inch and 6 inch).  Drilling into the shotcrete test panel, with several layers of reinforcing steel, required anchoring the concrete drill to the test panel and then drilling slowing into the concrete.

Anchoring the Concrete Drill

We used a 5/8 inch bit to dril a hole into the shotcrete test panel.  This hole had to be 11 to 16 inches away from where the special inspector wanted the core samples taken from.  After drilling the hole, we used a Red Head Trubolt anchor bolt in the hole and then attached the concrete drill to that bolt.

Concrete drill with 3 inch coring bit attached to shotcrete test panel.

Concrete drill with 3 inch coring bit attached to shotcrete test panel.

Drilling Core Samples

Bryan used the 3 inch bit to obtain a core sample from the first two test locations that were scribed on the shotcrete test panel.  The drilling worked fine until the 3 inch bit went through the #8 reinforcing steel (rebar).  Unless drilled through the center of the rebar, there is very little concrete attached to the rebar and it breaks up.  This condition is exacerbated with a (relatively) small core size.  Thus, the first two 3 inch cores broke up when going through the large rebar locations. (more…)

Shooting the Shotcrete Test Panel

Wednesday, March 18th, 2009

Shooting the shotcrete test panel and three compression test samples took 12 minutes to complete.

Preparation

Setting up the test took less than 30 minutes.  

Test panel is in position so it will be easy to shotcrete (and can stay in this location for several days).

Test panel is in position so it will be easy to shotcrete (and can stay in this location for several days).

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Surveying the Structural Slab Relative to the Existing House

Tuesday, March 17th, 2009

Two surveyors, Jason Paris and Brodie, from Dunbar and Craig were on our site this morning to verify our buiding location relative to the property lines and setbacks.

Establishing the Elevations from the Monte Sereno Benchmarks

We needed to have a licensed surveyor to verify where the structure is in the setbacks relative to the property lines.  Considering that the existing structure hasn’t moved, this should have been relatively easy.  After the licensed surveyor verified the position of the building and it wasn’t in the setbacks then we should receive approval to pour concrete for the new retaining walls.

Dunbar and Craig dispatched two field technicians this morning, to confirm the exact location of our existing house.  Using the City of Monte Sereno benchmark system, they confirmed the location of the existing structure and then the elevation of the structural slab that we poured last week.  From these points, they will verify where the structure is relative to the property lines that they had surveyed previously.

Importantly, the surveyors scored offset marks in each of the four corners of the existing structure in the structural slab.  These offset marks will be used to ensure the new concrete retaining walls below grade are in the correct location and are perfectly square.  We need to have concrete retaining walls that are square so the interior walls are also square.

Offset in south-west corner of the house by 3'10".

Offset in south-west corner of the house by 3'10".

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