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DAILY FIELD REPO ' T
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7 REDMOND F
4111 / GEOTECHNICAL CZ , 9 Permit # SIT2009_`0'0001
r 1 I SERVICES A O 7° JOB NO. /�
PO Box 20547 • PORTLAND. OREGON 97294 APR G {� 1001.005 • li
FAX 503/286-7176 • PHONE 503/285 -0598 n��1GPRD 6t, pgGE OF
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PROJECT NAME CLIENT OR OWNER SEQUENCE NO.
Dutch Brothers Multi /Tech Engineering 15
GENERAL LOCATION OF WORK OWNER OR CLIENTS REPRESENTATIVE DATE DAY OF WEEK
11746 SW Pac Hwy Ryan Hawkins 4/13/09 Monday
GENERAL CONTRACTOR GRADING CONTRACTOR PROJECT ENGINEER
Dalke C.G. Gredvig
TYPE OF WORK GRADING CONTRACTOR'S SUPERENTENDANT OR FOREMAN SUPERVISOR
Street Base Rock
SOURCE AND DESCRIPTION OF FILL MATERIAL WEATHER TECHNICIAN
Import 3/4 -inch minus crushed rock I Showers Daniel Redmond
KEY PERSONS CONTACTED (Civil Engr.. Architect, Developer. etc.)
FIELD TESTING REFERENCE CURVE
TEST
NUMBER ELEVATION MOISTURE DRY MAXIMUM COMP. M'°`DRYUM REMARKS
TEST LOCATION
CONTENT DENSITY DRY CURVE DENSITY
Access Road ( %) (PCF) DENSITY NO' (PCF)
23 East End FBG 5.5 135.3 96.3 3 140.5
24 Middle 5.1 134.9 96.0 II
25 West End II 5.2 134.4 95.7 It It
Drive Through
26 E. of Bldg Pad FBG 5.6 135.9 96.7 3 140.5
27 S. of Bldg Pad II 4.9 133.8 95.2 It II
28 W. of Bldg Pad II 5.1 134.9 96.0 II t,
DESCRIBE EQUIPMENT USED FOR HAULING. SPREADING. WATERING. CONDITIONING. AND COMPACTING
As requested, arrived on -site this morning to check the compaction of
the aggregate base rock materials across the existing access road
which is to be repaved as well as the main drive through lane for the
coffee building pad area.
All field density tests taken today were found to exceed 95 percent of
D -1557 (T -180) test procedures. Paving is set for tomorrow morning.
COPY GIVEN TO: City, ODOT, Contractor Engineer REPORTED BY: Daniel Redmond
DAILY FIELD REPORT
:mp REDIVI®NID Permit # SIT2009 -00001
GEOTECHNICAL
SERVICES JOB NO.
SERVICES 1001. 005. C
PO BOX 20547 • PORTLAND. OREGON 97294
FAX 503/286 -7176 • PHONE 503/285 -0598
PAGE OF
1 1
PROJECT NAME CLIENT OR OWNER SEQUENCE NO.
Dutch Brothers Multi /Tech Engineering 16
GENERAL LOCATION OF WORK OWNER OR CUENTS REPRESENTATIVE DATE DAY OF WEEK
11746 SW Pac Hwy Ryan Hawkins 4/14/09 _ Tuesday
GENERAL CONTRACTOR GRADING CONTRACTOR PROJECT ENGINEER
Dalke H & H Paving
TYPE OF WORK GRADING CONTRACTOR'S SUPERENTENDANT OR FOREMAN SUPERVISOR
Paving
SOURCE AND DESCRIPTION OF FILL MATERIAL WEATHER TECHNICIAN
Class "C" Asphalt (Knife River) _ Cloudy Daniel Redmond
KEY PERSONS CONTACTED (Civil Engr.. Architect, Developer. etc.)
FIELD TESTING REFERENCE CURVE
TEST
NUMBER ELEVATION MOISTURE DRY MAXIMUM DRY
MAXIMUM REMARKS
TEST LOCATION
CONTENT DENSITY DRY CURVE DENSITY
(%) (PCF) DENSITY NO. (PCF)
29 Hammer Head FG NA 140.1 92.2 "C "mix 152.0
30 Access Dr /West FG NA 140.9 92.7 " 't
31 Access Dr /North FG NA 141.5 93.1 " "
32 Access Dr /East FG NA 141.1 92.8 " 't
DESCRIBE EQUIPMENT USED FOR HAULING, SPREADING, WATERING, CONDITIONING, AND COMPACTING
As requested, arrived on -site today to check the compaction of the
top lift of asphalt paving materials across the ODOT Right of Way
areas along the existing access drive and hammer head entering into the
coffee site.
Field desnity tests taken today and compared to the Rice Gravity
value provided by the oaving contractor were found to meet or exceed
92 percent as required.
City, Contractor, Engineer, ODOT Daniel Redmond
COPY GIVEN TO: REPORTED BY: