HomeMy WebLinkAbout3551; POINSETTIA LANE OVERHEAD WIDENING; SAND CONE DENSITY TESTS; 2002-03-25TESTING ENGINEERS - SAN DIEGO
7895 CONVOY COURT, SUITE 18
.' SAN DIEGO, CA 92111
' R
CIL
EPORT OF
SAND CONE DENSITY TESTS
A.S.T.M. D1556
TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS
Wet Soil, Lbs
2 Moisture WET SOIL / OO Determinations DRY SOIL
DIFFERENCE
% MOISTURE
4
Unit Wt. of Sand, Lbs. / ft3
Sand in Apparatus
Before Test, Lbs.
c)
/ .) b
6 Sand in Apparatus
After Test, Lbs.
Sand in Hole + Cone, (5) - (6)
Vol. of Hole + Cone, (7) - (4) o
Vol. of Cone
10 Vol. of Hole (8) - (9)
oel
Wet Density (1) - (10)
12 Dry Density
((11) - (Moist. + 100)) x 100 ." I .)3 :
13 Standard Density
14 % of Standard Density
((12) + (13)) x 100
15 Optimum Moisture
16
% Density Required Cl ...ç'
17 mpIies DoesNot
Comply Ve
TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS
Test Numbers
L~Tlst
MD Curve No.
TEST LOCATIONS
, 'PAj til m'ft- /,cJ (ef)i.' 14t'e waf bkvt,4CJ E)(
- CI.5 ,Jj.- h
PROJECb
---t'i L, u\ L
WORK REQUESTED BY PROJECT NUMBER
1-:)Uo'j- ti4 TEST DATE/TECHNICIAN, f3 ..- 1.. I NOT?I(SAURE) DATE o z AT P1 BYP HONE 5T SITE o
THIS REPORT DOES NOT RELIEVE111E CONTRACTOR OF HIS RESPONSIBLITYTO BUILD
PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES
WHITE -Office CANARY Field Technician PINK -Contractor Fomll01
TESTING ENGINEERS - SAN DIEGO
7895 CONVOY COURT, SUITE 18
SAN DIEGO, CA 92111
SAND CONE
REPORT OF
DENSITY TESTS
A.S.T.M. D1556
TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS
Wet Soil, Lbs
2 Moisture WET SOIL - —
Determinations. DRY SOIL
DIFFERENCE
%MOISTURE
Unit Wt. of Sand, Lbs. / ft3 .' .
Sand in Apparatus /...
Before Test, Lbs.
6 Sand in Apparatus -
After Test, Lbs.
Sand in Hole + Cone, (5) - (6)
Vol. of Hole + Cone, (7) .'- (4)
Vol. of Cone . —
10 Vol. of Hole (8)-(9) ia
11 Wet Density (1) - (10)
12 Dry Density
((11) - (Moist. +100)) x 100
Standard Density .. -
14 % of Standard Density
((12) -- (13)) x 100
15 Optimum Moisture - -
16 %. Density Required
- -
17 C~mp lies Does Not
Comply ler~
TEST . RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS
Test Numbers Jar
Test
MD Curve No.
TEST
AOL LOCATIONS
, c ,i,- ,, çj ~+ z
/ — 2vc'
PROJECT WORK REQUESTED BY PROJECT NUMBER
IM I7A'J?.
AT PROJECT SITE BYPHONE
THIS REP ORT REPORT DOES NOT RELIEVEr1E CONTRACTOR OF HIS RESPONSIBLITYTO BUILD
PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES
WHITE Office CANARY -Field Technician PiNK . Conlractor Form#015