HomeMy WebLinkAboutKECHTER FARM FIRST FILING - Filed FDT-FIELD DENSITY TEST - 2019-07-31•
CTLITHOMPSON Compaction Testing
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Fort Colllns
400 North Link Lane
Fort Collins, CO 80.'i24
Phone: 970.200.9455
Retest
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Test
Report Date: 6/12/2015
Test Method: ASTM D 6938
Optimum
Soil Moisture
Client:
Toll Brothors, Inc.
10 Inverness Drive East Suite 125
Englewood, CO 80112
Test Results
Maximum In Place In Place
Dry Density Moisture Dry Density
Probe
Depth
Project:
FC06547.001-340
Kechter Farm Filing 1
Ziegler and Kechter
Ft Collins, CO
Percent Min Comp.
Optimum
Moisture
Test# Of Date Proctor ID Method Classification (%) (pct) {%} (pct) (in) Compaction
(%) Tolerance (%) Remark
9 6/11/15 4 Cohesive 17.5 111.5 20.3 105.4 12 95
95
0/3 A
10 6/11/15 4 Cohesive 17.5 111.5 19.3 108.8 12 98 95 0/3 A
11 6/11/15 4 Cohesive 17.5 111.5 19.1 109.4 12 98 95 0/3 A
Test Information
Gauge
Test# Test Location Elevation Reference Make/ Model I SN Field Technician
9 Sidewalk Subgrade: Westbound Zephyr Rd., adjacent to Tract F 0.0 Below grade TROX 3430 63046 Pappert, Jack
10 Sidewalk Subgrade: Eastbound Zephyr Rd., adjacent to Lot 4, Block 7 0.0 Below grade TROX 3430 63046 Pappert, Jack
11 Sidewalk Subgrade: Eastbound Zephyr Rd., adjacent to Lot 1, Block 9 0.0 Below grade TROX 3430 63046 Pappert, Jack
Remarks Comments R
elated Tests
A: Tests results comply with specifications. Tests are "Direct Transmission" (Method A) unless probe depth is noted as "Backscatter''.
Ciauoe r.alibration data on file with the testino aoenc:y Test# Related Test#
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS THE TESTS SHOWN ABOVE.
WE HAVE RELIED UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE EFFORT AND THE MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT PRESENT, AND AT LOCATIONS OTHER THAN THOSE TESTED. TEST DATA ARE NOT
THE SOLE BASIS FOR OPINIONS ON WHETHER THE FILL MEETS REQUIREMENTS.
Te.st Tvne
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