HomeMy WebLinkAboutCT 74-19; Laguna Riviera Estates Unit 5; Soils Report Pavement; 1972-05-12WOODWARD - GIZIENSKI & ASSOCIATES CclNSULTlNG SOIL AND FO”NDAT,DN ENGlNEERS AND OEOLOGlSTS -
An affiliate of Woodtiwd Clyde Consultants
3467 KwtZ street
52” mego Cafifornia 92110 u14 224.2911 May 12, 1972
Project No. 72-105-l
Kamar Construction Company, Inc.
P. 0. Box 1155
Carlsbad, California 92008
-
Attention: Mr. Jerry L. Rombotis
PAVEMENT DESIGN
LAGUNA RIVIERA ESTATES UNIT 5
SAN DIEGO COUNTY, CALIFORNIA
In accordance with your request of May 1, 1972, we have determined the
structural asphaltic pavement section for streets within the subject
subdivision. We understand from your instructions that the following traffic index numbers are to be used in design:
LOCATION TRAFFIC INDEX
Hillside Drive
Valencia Awenue
Sevilla Way
7 &
Representative samples of the proposed subsoils were secured and submitted
to Testing Engineers, Incorporated, for "R" Value tests. Sand Equivalent
tests were made in our laboratory. Results of these tests are noted on
the attached form. The samples were secured at the following locations:
LOCATION SAMPLE NUMBER
Hillside Drive, STA 12+95 1
Hillside Drive, STA 9+45
Sevilla Way, STA 3+55 :
The structural asphaltic pavement sections are designed on the basis of
"R" Values of 13 for Hillside Drive and Valencia Avenue, and 11 for Sevilla
Way. The structural oavement designs were basied on the above data in
accordance with the Test Method No. California 501-F, Materials Manual,
Division of Highway, State of California. Results of our analysis indicate
F;;iethe structural pavement sections should be as given on the following
ENGINEERING DEPT. LIBRARY City of Carl&ad 2075 Las Palmas Drive Carl&ad CA 92009-4859
Kamar Construction Company , Project No. 72-105-l -~ May 12, 1972
Page 2
-
-
-
-
-
-
-
-
ASPHALT CONCRETE THICKNESS CLASS III BASE THICKNESS
Hillside Drive
Valencia Avenue
q!$ --qg---
Sevilla Way 2-l/2 8:1/2
The paving materials should conform to the following specifications:
(a) Asphaltic concrete shall be Type B asphaltic concrete con-
forming to Section 39 of the State of California Standard
Specifications, 1964.
(b) Aggregate base shall be Class III aggregate base con-
forming to the latest County of San Diego Special
Provisions and Specifications for the Improvement
of New Streets.
The above design assumes that the structural pavement section will be placed
on undisturbed native soils or no properly compacted fill soils.
If you have any questions, please call at your convenience.
a% /C-LA Louis J. L@ kE 14129
JGK/LJL/jsk
Attachment
4 cc
WOODWARD. GIZIENSKI & ASSOCIATES CDNIULTlNC IDlL AND rO"*DATION rNC/*EEsS AND CL"ir:l.s',,s
Attachment 1
Page 1 of 3
TESTING ENGINEERS, INCORPORATED
3467 KURT-Z STREET SAN DIEGO. CALFORNlA 92110 (7141 222-1 ,SS
rontd I, 1”
OAKLAND
SAN JOSE
LOS ANGELES
SAN DIEGO
- L*BORATORY N”hlCER sJJ,27-131tJ - _--_~-__~ -___
Joe DATA: Job No. 72-105-l - File No. 507 Laguna Riviera Est. 115
~ZIEVE S1ZE -
r
-,
2” -
a*
-u”
-a
1-l -
1
tis
iJO
-iCJ
=I00 -
!CJO
-IEM*RKS:
-
-
-
~: Idward-Gizienski & Associates
-ir67 Kurtz street
-n Diego, California 92110
-=Yzzzz-
-RADING ANALYSE
- PERCENT PASSING -& RCVD. A5 USED ____
100 100
-- --,-__
1 cc.
-.
DATE May 8, 1972
SAMPLE DATA: 81, Hillside Drive, Sta. 12+95.
Submitted to the laboratory May 2, 1972.
J R VALUE D
A t s c
COMPI\CTOR PRESS. P.S.,. 90 ~175 300
MOlST @ COMPAtTIcJN % 14.012.3 11.4
*/cu. FT. 7.7 171.6 l2Lci
EXPaN. PRE55. THICKFEET -..v 0.30 0.5;
T. I. ~ASSUMED, = -^-
Y
5: BY STAB. @ 300 P.S.,. EXIJD. =
0
16 ‘.
$2 -
Oa; BY EXPANSlON PRESSURE = ---
AT Es”rlmnlu” =: l(j
-
SAND EQUlVALENT = 17 -__--.
Lil",, =
_.. z::
D"R*BI‘,TY tCOs.RSE, = Ii
Dun*s,urv (FINE) = PLASTIC LlMlT = c_--~.
P. 1. zz
TEsrlNG ENGINEERS. INC.
James D. Bement R.E. Cl.6099
Attachment 1
Page 2 of 3
TESTING ENGINEERS, INCORPORATED
3467 KURTL STREET SAN DIEGO. cAL~FOIWA 82110 (714) 222-1185
For!” I, ,,
OAKLAND
SAN JOSE
LOS ANGELES
SAN DIEGO
--w ~_______________._______.~~~~__ ~-----~__~~ __.~-~-~
Lreonnronv NUMBER SD27-1311 DATE -- May 8, 1972 -- -~-
-I-
- -.
JOB DATA: Job No. 72-105-l - File No. 507 SAMPLE D.&TA:
Laguna Riviera Est. ii5
i/2, Hillside Drive Sta. 9+45
Submitted to the laboratory May 2, 1972. -
Woodward-Gizienski & Associates 3467 Kurtz Street _ San Diegp, California 92110
=--7- --
-RADINC ANALYSE
A ‘- -=’ --=- _--- R VALUE DATA
A ’ B c 1 D E
CoMPACTon PRESS P.S.,. 85 175 45 - ~. __
MOIST 0 COMP/\CTION % 14.0. 12.3 15.8 ~-_-
DENSITY */cu. FT. 117.6 121.3 113.3
R.“AL~E STAB~LOMETER 10 27 5 .__
EXUO. PRESSURE . P.S.,. 260 -450 160 ~__
STAB. THlCK FEET --- _-- ___
EXFAN. PRESS. THICK.FEET --- 0.13 ---
' T. 1. (ASSUMED, = ___
Id $2 BY STAB. e 300 P.S.,. EXUD. = 13 4 .__~ 9> Oa: BY EXPANsloN PRESSURE = ___ --~
~sar”E
-~z!?z- -
Y
2”
-
36” -
I”
t4
-
:
316 -
: ;o
-70
=I00
-
PERCENT PASSlNG As RCVD. A5 USED -
---
100 -loo_
---
00
*fM*RKS: 1 CC. -
-
-
Trm . 0”.
L
AT EQUILIBR,"M = 13 --~
SAND EQUIVALENT = 16
-__-_ ---:--.
D”RABlLlTY ccO*RSE, = L19”ID LlMlT = __--.
DUR*BILITY ,FINE, = PLASTIC LIMIT =
James D. Gement R.E. 416099
Attachment 1
Page 3 of 3
TESTING ENGINEERS, INCORPORATED
3467 KURrZ STREET SAN DIEGO. CALIFORNIA 82,1‘, (714) 222-1185
OAKLANO
SAN JOSE
LOS ANGELES
SAN DIEGO
= -~_=_-pp -~-----_.p~-.
Lnaonaw~n~ NUMBER SD27-1312 - D*w May 8, 1972 -~~_~
Joe DATA: Job No. 72-105-1, File No. 507 #3, Sevilla Way, Sta. 3+55. Laguna Riviera Est. #5 Submitted to the laboratory May 2, 1972.
Woodward-Gizienski & Associates
3467 Kurtz Street
_ San Diego, California 92110
s-r; -~~~
R VALUE DATA
WADING ANALYSIS A ’ B c D E-
5 YE PERCENT PA551N.3 COMPACTOR PRESS P.S.,. SlZE AS RCYO, AS “SE0 -____ --~__ 75 140 101
i
.-
% ”
: ,,
W’
=100
: po !
II
P. 1. =
?z -.. -- _-
?EM*RK*: 1 cc. -
R."AL"E STABILOMETER 8 16 11 ~ ~--
EX"D. PRESBURE P.S.,. 260 450 300 __-- _______~
!3rns. THICK FEET 100 --- --- -__
EXPAN. PRES5. THICGFEET --- 0.20 0.07
T. I. ~ASLWMED, = ___
BY SIB. e 300 P.S.,. EXUD. = 11
BY EXPANSION PRESStJRE = ---
TESTING ENGINEERS. INC.
James D. Bcment R.E. ii16099