HomeMy WebLinkAbout3338; AGUA HEDIONDA & CALAVERA CREEK DREDGING; SIEVE RESULTS FOR SEDIMENT SAMPLING; 2012-09-285710 Ruffin Road, San Diego, CalIfornia 92123 • Phone 858/576-1000 • Fax 858/576-9600 • www.ninyoandmoore.com
To; Ms. Sherri Howard Date: September 28, 2012 (cc: Mr. Wayne Chang)
Firm: City of Carlsbad - Fax No: •
Faraday Avenue Telephone Address: Carlsbad, California Carlsbad, No:
Total Pages
From: Jeff Kent Including 8
* Transmittal:
Subject: Sieve Results for Sediment Sampling Project No 107238002 Agua Hedionda and C&averas Creeks
O Urgent El For Approval Z For Your Use 0 Please Reply As Requested
Original Document: 0 Will Not Follow El Will Follow 0 By (J.S.Mall By Other
t
N Geotethnical Engineering
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Remediation
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GRAVEL I SAND I FINES
Coarse I Fine I Coarse Medium Fine I.SILT CLAY
U.S. STANDARD SIEVE NUMBERS HYDROMETER
100.0
90,0
80.0
70.0
60.0
50.0
Z 40.0
30.0
20.0
10.0
0.0
IIllhIIIIII1iUIIIIIR1IIiliIIUllhIUUllhIIIIURIIINUIU
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100 10 1 0.1 0.01 0.001 0.0001 I
GRAIN SIZE IN MILLIMETERS
SYITIboI Sample I Depth I Liquid I Plastic Plasticity I ID10 I D30 I 080
I
C 1 C0
I PsaIng I I
USCS I I Location (ft) Limit Limit Index No. 200
J I
SP M • A 0.O.5 -- 0.09 0.16 0.25 2.8 1.4
PERFORMED IN GENERAL ACCORDANCE WITH ASTM ID 422
Aff/M • GRADATION TEST RESULTS FIGURE
PROJECT NO. DATE AGUA HEDIONDA AND CALAVAERAS CREEKS
• DREDGING AND IMPROVEMENTS j
107238002 9/12 . CARLSBAD.CPLIFORNIA
101238002515V5 A @ 0.0-054
U.S. STANDARD SIEVE NUMBERS HYDROMETER
100.0 3' 2 1W 1 W Wj' 4 8 16 30 80 100 200
II I
90.0 - .- -- - -----
80.0
70 - f--+— -. - - - -1-- - - - - - — - - — —
60, — — — — — — — - —
600 - — —- - -----
IL II 40.0 - — —- - -s—-—
Ui 0 X 30.0 - — -- - -- -- T
20.0
100 10 1 0,1 0.01 0.001 0.0001
GRAIN SIZE IN MILLIMETERS
PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 422
#107fig&1"o' GRADATION TEST RESULTS FIGURE
PROJECT NO, DATE AGUA HEDIONDA AND CALAVAERAS CREEKS
DREDGING AND IMPROVEMENTS 2
107238002 9/12 CARLSBAD, CALIFORNIA
107280002_019v9 B 0
GRAVEL SAND FINES
Coarse Fine Coarsel Medium Fine SILT CLAY
Sample Depth I Liquid Plastic I Plasticity I I I I Passing I I Symbol Location (It) Limit LImit I Index D10 D D C C0 No. 200
B 0.0-0.5
I USCS
I I
- - 0.13 0.25 0.80 6.2 0.6 ] 4 SP
U.S. STANDARD SIEVE NUMBERS HYDROMETER
3 2' 1W 1' W 4'% 4 6 16 30 60 100 200 100.0 - - - - -
I I
- - - - - - - -
90.0
--i.---- 80.0 ---- ----
70.0
Ce 80.0 -
40.0
- -- -
C) of Ui 30.0 - -- -- - ----
0
20.0 - ---- -- - ----
-- - 10.0 -
0.0 - _1 --.- --- -- -- -
100 10 1 0.1 0.01 0.001 0.0001
GRAIN
PERFORMED'IN GENERAL ACCORDANCE WITH ASTM D 422
JV/17 ,fA1&*QQrG GRADATION TEST RESULTS FIGURE
3 PROJECT NO. DATE AGUA HEDIONDA AND CALAVAERAS CREEKS
DREDGING AND IMPROVEMENTS
107238002 9/12 CARLSBAD, CALIFORNIA
1072380e2_SIEVE C
GRAVEL SAND FINES
Coarse Fine Coarse Medium Fine SILT CLAY
Symbol Sample Depth Liquid Plastic I Plasticity
SIZE IN MILLIMETERS
0110 D D i Co
PSSifl
No. 200 USCS I Location (It) I Limit Limit Index I (%)
0.0.5 30 SM
U.S. STANDARD SIEVE NUMBERS HYDROMETER
3" 2 1W 1" M" W 4 8 16 30 60 100 200 100.0
-
90.0 - --- -- -
80.0 - --- ---4-
70.0
60.0
of
- - --
- z
60.0 - - -- - ----
Ui
40.0
- - - - - - - - - - - -
- -
30.0 1
-
20.0 - - - - - - - - - - - - -
- -
100 I
-
0.0
100 10 . 1 0.1 0.01 0.001 0.0001
GRAIN SIZE IN MILLIMETERS
PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 422
GRADATION TEST RESULTS FIGURE
PROJECT NO. DATE AQUA HEIJIONDA AND CALAVAERAS CREEKS
- DREDGING AND IMPROVEMENTS . 4
107238002 9/12 CARLSBAD, CALIFORNIA
107238D02..-SIEVE 05 0.0.8.xI
GRAVEL SAND FINES
Coarse Fine Coarse Medium Fine SILT CLAY
Passing I Symbol Sample Depth LJqud Plastic Plasticity
Location (H) Limit Limit Index D D C C. No. 200 USCS
(i')
-- - -- •_ -• 0 11 SP-SM
70.0
60.0
It 50,0 LLJ
: ::
20.0
10.0
0.0
100 10 1 0.1 0,01 0.001
GRAIN SIZE IN MILLIMETERS
100.0
90.0
80.0 11111 IIIII1iHIIIIIiIllhIIUIUIII1IIUINIIIHIII•IIIIIUIU
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GRAVEL SAND FINES
Coarse I Fine I Coars.1 M d1un Fine I SILT . . CLAY
U.S. STANDARD SIEVE NUMBERS HYDROMETER
Symbol Sample I Depth. Liquid I Plastic I Plasticity 101 D B I D Cuc. C0 Passing
No. 200 I USCS Location (It) Limit Limit Index
0.0.5 Hi LLI 16 ISMI
PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 422
/fln1qo&4Pinrwe GRADATION TEST RESULTS FIGURE
PROJECT NO. DATE AGUA HEDIONDA AND CALAVAERAS CREEKS
DREDGING AND IMPROVEMENTS 5
107238002 1 9/12 CARLSBAD, CALiFORNIA
101226002..SIEVE S 0
GRAVEL SAND I FINES
Coarse I Fine I Coarse I MedILun I Fine ISILT I CLAY
U.S. STANDARD SIEVE NUMBERS HYDROMETER
I
70.0
0
60.0
to
OC 50.0
z
E
10.0
0.0
100 10 1 0.1 0.01 0.001
GRAIN SIZE IN MILLIMETERS
100,0
90.0
80.0 1INIHUhlHIIIIlIIIIHUIIUIIllUUISIUUIII 11111111
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Symbol Sample I Depth I Liquid Plastic I Plasticity Dio I 0301 I
Deo
I Cu I C0 I Passing
No. 200 USCS Location (ft) Limit I Limit index I
I I
F I 00-0.5 --
-
-- 0.30 0.51 I 1.18 0.7
I
1
I I SP
1
PERFORMED IN GENERAL ACCORDANCE WITH ASTM 0422
#/J7ffV&*QQr8 GRADATION TEST RESULTS FIGURE
PROJECT NO, DATE AGUA HEDIONDA AND CALAVAERAS CREEKS
DREDGING AND IMPROVEMENTS 6
107238002 9/12 CARLSBAD, CALIFORNIA
107238002_SIEVE F @0.0.0.640
GRAVEL I SAND I FINES
Coarse Fine Icoarsel Medium Fine SILT CLAY
U.S, STANDARD SIEVE NUMBERS HYDROMETER
100,0
60,0
60.0
70.0
60.0
60.0
IItIIIIIUhiIIIIIIIIl1IOIIIIUUH I
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z a:
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20.0
10.0
0.0
100 10 1 0.1 0.01 0.001
GRAIN SIZE IN MILLIMETERS
0.0001 I
Symbol Sample I Depth LIquid Plastic Plasticity D10 I D,,, I Do,,, I C, C0 Passing
I No, 200
I USCS Location I (if) I Limit Limit Index I I
• 3 0..5
j - - -
0.48 0.70 1.10 2.3 0.9 0 SP
PERFORMED IN GENERAL ACCORDANCE WITH ASIM 0422
jyWjW7ff11a*Q1Qru GRADATION TEST RESULTS FIGURE
7 PROJECT NO. DATE AQUA HEIDIONDA AND CALAVAERAS CREEKS
DREDGING AND IMPROVEMENTS
107238002 9/12 CARLSBAD, CALIFORNIA
lurnueL_0Itvu , 15 0.U.0.0.00