HomeMy WebLinkAbout3862-1; TRAFFIC SIGNAL AT COLLEGE & TAMARACK; SUBMITTALS;9-A
Superior Ready Mix
1509 W. Mission Rd
Escondido, CA 92029
(760)745-0556
CONCRETE MIX DESIGN
MIX ID; 5596 C I 3250 PSI 04/02/04
CONTRACTOR : SUTHERLIN CONTRACTING
PROJECT.: TRAFFIC SIGNAL @ COLLEGE & TAMARACK, CB
SOURCE OF CONCRETE : SUPERIOR READY MIX CONCRETE, L.P.
CONSTRUCTION TYPE : 560-C-3250
PLACEMENT TRUCK PLACE
WEIGHTS PER CUBIC YARD (SATURATED. SURFACE-DRY)
YIELD, CU FT
ASTMC15O TYPE Il/V CEMENT, LB 560 2.85
ASTM-C33 WASHED CONC. SAND (SUPERIOR), LB 1348 8.22
ASTM-C33 #57 ROCK (SUPERIOR). LB 1450 8.87
ASTM-C33 U$ ROCK (SUPERIOR), LB 260 1.59
WATER, LB (GAL-us) 325 C 38.9) 5.21
TOTAL AIR, 1.0 +1- 1.0 0.27
TOTAL 27.00
WATER/CEMENT RATIO, LBS/LB 0.58
SLUMP, IN 4.00
CONCRETE UNIT WEIGHT, PCF .46.0
COMBINED AGGREGATE GRADING CONFORMS TO GRADING C" STANDARD
SPECIFICATIONS FOR PUBLIC WORKS.
This DESIGN IS BEING SUBMITTED FOR APPROVAL. DESIGN CONFORMANCE
WITH SPECIFICATIONS SHOULD BE REVIEWED.
S
Date '.4" I/
PREP ARE'7
,4/f
0-NO-EXCEPTIONS TAKEN 0 MAKE CORRECTIONS NOTED
IJ SUBMIT SPECIFIED ITEMS 0 REVISE AND RESUBMIT
0 REJECTED
SUPERIOR READY MIX CONCRETE • L .P. Corrections or comments made on the shop drawings dunng this review
do not relieve the contractor of his responsibility to comply with the requirements of the drawings and specifications. This review is only to check for general conformance with the design concept of the project and general compliance with the Contract Documents. The contractor. remains responsibtefor confirming and correlating all dimensions and
quantities; selecting 'fabrication processes and techniques of
constjuctjon; coordinating the work of the trades; and performing the wolkina safe and satisfactory manner
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MIX *5596
MIX ANALYSIS
MIX VOLUME, CU FT 27.00
COARSENESS (Q / (0 + I)) 58.0
WORKABILITY 37.1
U ADJUST .37.0
PERCENT MORTAR 56.5
TOTAL FINENESS MODULUS 5.16
e $ ---------- '. I_•____ I I I P I I I I I I I I I $ I I I I I I I I I I I I I I I I I• P $ I S I I I I I
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2- I ______ _._ I____I -J I I I S I x- TOTAL MIX
o - AGGREGATES
I * - BOTH
20 I --.......__.__ I ---------I ---------I ---------I ------_____ I S I S I I
100 80 60 40 20 0
COARSENESS (O/(Q+I))
MATERIALS CHARACTERISTICS
STONE 1 STONE 2 SAND
DENSITY, SP 6 2.62 2.62 2.63
% PASSING 3/8 SIEVE 24.0 95.0 200.0
% PASSING # 8 SIEVE 1.0 1.0 83.0
FINENESS MODULUS 7.11 5.84 2.93
PERCENT OF AGGREGATE 47.5 8.5 44.0
NO SEVERE EXPOSURE
I
MIX *5$96
FULL GRADATION ANALYSIS
SIEVE STONE 1 STONE 2 SAND PASTE TOTAL AGGR
1-1/2 100.0 100.0 100.0
98.0 99.3 99.1
3/4 • 62.0 87.5 82.0
1/2 " 34.0 100.0 76.3 66.7
3/8 24.0 95.0 1000 74.7 63.5
* 4 2.0 20.0 98.0 62.5 45.8
t 8 1.0 1.0 83.0 56.5 37.1
* 16 - - 63.0 50.0 27.7
* 30 - 39.0 42.7 17.2
50 - - 18.0 36.3 7.9
* 100 - - 6.0 32.7 2.6
200 -- - 2.9 100.0 31.7 -1.3
325 - - - 94.9 29.3 -
Liquid - - - 65.8 20.3
GRADATION CHART
4 00 _I_ i.I___l -----I -----I -----I____I I •____ I I I I I I I S I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
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I I I I I I A I I I I I
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I I I I I I I I I I I I I I 2" S -----I_..__I ------ Sd I I I I I I I I I I I • X
a i • I I I I I I I I I I I a a I I I I I I I I I I i I_._I_.I___I.S_..I -----I -----I_____4_I -----------I I _I_.._I " I I a a I I I I I Sd I I a I I I I I I •.I I I I I 5 I
IS I___I_I_.__S_I.___I -----,_._......a I___•I ------I - a • i a • • a O---OO
1 13 13 * It * It It 1 2 3 L
SIEVE . / t/ 4 8. 1 3 5. 0 0 2 i
S 4 28 6 0 0 0 0 5 q
x - ALL COMPONENTS 0 - AGGREGATES - BOTH
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Superior Reedy Mix
1508 W. Mission Rd
Escondido, CA 92029
(760)745-0566
CONCRETE MIX DESIGN
MIX ID : 57 ( 3 3750 PSI 04/02/04
CONTRACTOR SUTHERLIN CONTRACTING
PROJECT TRAFFIC SIGNAL t COLLEGE & TAMARACK
SOURCE OF CONCRETE SUPERIOR READY MIX CONCRETE L.P.
CONSTRUCTION TYPE VARIOUS PUBLIC WORKS
PLACEMENT TRUCK PLACE
WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY)
YIELD S Cu FT
ASTM-C15O TYPE Il/V CEMENT, LB 660 3.36
ASTrl-C33 WASHED CONC. SAND (SUPERIOR), LB 1252 7.63
ASTr1-C33.57 ROCK (SUPERIOR), LB 1464 8.95
ASTM-C33 08 ROCK (SUPERIOR), LB 258 1.58
WATER, LB (GAL-Us) 325 ( 38.9) 5.21.
TOTAL AIR, % 1.0 +1- 1.0 0.27
TOTAL 27.00
WATER/CEMENT RATIO, LBS/LB 0.49
SLUMP, IN 4.00
CONCRETE UNIT WEIGHT, PCF 146.6
COMBINED AGGREGATE GRADING CONFORMS TO GRADING "C STANDARD
SPECIFICATION FOR PUBLIC WORKS. 660-C-3750
THIS DESIGN IS BEING SUBMITTED FOR APPROVAL. DESIGN CONFORMANCE -
WITH SPECIFICATIONS SHOULD BE REVIEWED..
PREPARrcRJ/(
SUPERIOR READY MIX CONCRETE L.P.
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MIX *57
MIX ANALYSIS
MIX VOLUME Cu FT 27.00
COARSENESS (0 / (Q + I)) 58.7
WORKABILITY 35.4
W - ADJUST 38.0
PERCENT MORTAR 56.6
TOTAL FINENESS MODULUS 5.24
45 'I ----------p ---------I ---------I _______•___ I I I I I I I I I I I I I I I 1 I I p I I I I I I I I S I I I I I I I I I $ I I AI I -----------------------------------------I_.------ %# I I I I I I I p I p p i i I I S I I I I I
I I I I I I I I .............I
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36 I -------------------I ................1 1 I I I I I I I I I I I I ...........I I I I I ..............I I I I I I I I ..-• I I .,' I --------- I I ..............I I I I I I I I I I I ...........I I I I I I I I I I I I I I I I I
2 • .....--S-- I••,_ ------I -------------------
x
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-TOTAL MIX
0 - AGGREGATES * BOTH
I __.--------I _._____.._. I ---------I -----------I ----------I I I I
100 80 60 40 20 0
COARSENESS O/(Q+I)]
MATERIALS CHARACTERISTICS
STONE 1 STONE. 2 SAND
DENSITY, SP 6 2.62 - 2.62 2.63
% PASSING 3/8 " SIEVE 24.0 95.0 100.0
PASSING fl 8 SIEVE 1.0 1.0 83.0
FINENESS MODULUS 7.11 5.84 2.93
PERCENT OF AGGREGATE 49.3 8.7 42.0
NO SEVERE EXPOSURE
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MIX *57
FULL GRADATION ANALYSIS
SIEVE
1-1/2
1
3/4
1/2
3/8
i$ 4
St 8
St 16
* 30
* 50
1$ 100
It 200
St 325
Liquid
STONE 1 STONE 2 SAND PASTE TOTAL AGGR
100.0 . 100.0 100.0
98.0 99.3 99.0
62.0 87.4 81.3
34.0 100.0 78.1 67.5
24.0 95.0 100.0 74.5 62.1
2.0 20.0 98.0 62.3 43.9
1.0 1.0 83.0 56.6 35.4
- - 63.0 50.5 26.5
-
- 39.0 43.7 16.4
- - 18.0 37.8 7.6
6.0 34.4 2.5
- 2.9 100.0 335 1.2
- - 94.3 30.9 -
- - - 62.0 20.3
GRADATION CHART
I _I_I___I _____ I -----I -----i I ------ 4.JJ ',.. I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I
91%
. I_I I I__S _I -----------I -----• ------ %# I I I I I I I I I I I I I I I I I I I I I I I I I I •X ' • a . s • 81% • ------------I -----I ----4 -----I.___I._ ----------- I I I I I I I $ I I I I I I I I I I I I I I I I I 3 I 1 X , i s • i i , I% I . 4 I I •___I -----I -----I____._I___I ------ ,v -4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I $ I I I I £I% ------------------- a -----i -----I...__I ------------•......___ I I I '0 X • • i i
I I I I S i A I I S I I I I 51% , 4 - I I - I I -----I -----------I__••_ I ------ '-' I I I I I I I A S I I I I I I I I S. I I I I I
1% -----
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-----I -----I_ I •_I I t-• t.s I I P I S 4 I I I S • I I I I I S I I SI II I 0 p • iI X X , 1% _f - S ------ - , ___ I S .,v i • I I I - I I 4 I I I I I I I I I I I I S I I I P I I I I I S I I I I I
-
21% ----- I____ I_• t I - 'I 5 '' I I I a • i • I I I 5 I I I I p • I I I I I I S I I I I 0 i lit I___I_i,___pi__( -----I -----.5 -----I_ ..,..I I I I 1.t# 4 I I I I I I I
I $ I I I I •I 4 I I 0
,t ' I __I - I___ I - I .._..... I I -----S -----I I I ' I I I I S I I I 4 I I 0O-0
1 13 13 St It * It St 1 2 3 L SIEVE 1^ / 4 8. 1 3 5 0 0 2 i 5 4 28 6 0 0 0 0 5 g
* - ALL COMPONENTS 0 - AGGREGATES * - BOTH
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3-A
Superior Ready Mx
Asphalt Design
Asphalt Concrete Mix
Contractor Sutheglin Contracdng Job Ntima Traffic Sjgn1 @ College & Tamarack
- M ix Data: SSPWC 1/2" C2-C3 Mt 1(zi.d Suthcglin
Source-Canyon Rodc Date 04/02/04
7500 Mission GOrFC Road Fx t6191 5796199
i4r'arc 3/4" 1/2" _.!/" - Rock Dust - Sand
Coaibincd
Aggscgatc Spvcifications
% Used 0 21 22 33 24 Spilications
Sieve Size Greenbook Greenbook
2"
.
- C2 _C3
Its 100 100
3/4"
- 99 100 - 100
-
100 300
.1/2" 23 89 100 - 98 95-100 95-100
3/8" - 2 1 29 97 100 100 84 75-90 80-95
#4 1 1 32 100 97 64 50-67 55-72
#8 0 0 2 76 88 - 47 - 35-50
-
38-55
#16 1 48 71 33
#30 - 1 34 50 24 - 15-30
- 18-33
23 - 25 14
#1x
-- - ..
#200(Waah) 12 6 6 47 44
60 4.8-6.5 4.6-7.0
%Oiiby
D.W4. 1 I 1•.
I 1AR 400001L
Labomroiy cwapacred unit weigh: CW4
147.0
Maximum Then. #d)
154.4.
Sand Equivalency (Cal Test 217)
% Air VOid8
48
SithiUy (Cal Tea: 360
44 35 mn I .-.
LAIlt-al Date__________
(3NffEXCEPTiONS TAKEN 0 MAKE CORRECTIONS NOTED
0 SUBMIT SPECIFIED ITEMS 0 REVISE AND RESUBMIT
0 REJECTED
Corrections or comments made ontha shop drawings during this rev
i
e
w
do not relieve the contractor of his responsibility to comply with the
requirements of the drawings and specifications. This review is o
n
l
y
t
o
check for general conformance with the design concept of the project
a
n
d
general compliance with the Contract Documents. The contracto
r
remains responsible for confirming and correlating all dimensions
a
n
d
quantities; selecting fabrication processes and techniques
o
f
construction; coordinating the work of the, trades; and performing the
work in a safe.and satisfactory manner.
Jun. 3. 2004 1:25PM No. 0969 P.
T ;J
JMIJJ 1SS PANEL 8 X 18'
1425'
95'
_
92.75'
APPOVEE . 3dkci
DATE. -UQ\OL
NOTE WITH tRAMING ACTUAL VIEWING SPACE IS ROUGHLY 16 625" X 94750 CUSTOMER. SUTHERLIN CQI'ffRACTIN LOGO NONE
AGENCY CARLSBAD FONT SIZE a TYPE HWY SERIES E, 6" UC 6"LC
1024370 VINYL TYPE 3M p1177 GPEFlJ POS 266 BORDERS & CORNERS- 1" BORDERS. SQUARE 8OIDER jHOUSING- ISNS ASS 8'X 18 PANEL TYPE VIP WHITE ON 3M 01177 GREEN
Date 1e.Q\c4 By
Q.NECEPTIONS TAKEN 0 MAKE CORRECTIONS NOTED
0 SUBMIT SPECIFIED ITEMS 0 REVISE AND RESUBMIT
0 REJECTED
Corrections or comments rado on the shop drawings during this review
do not relieve the contractor of his respsibiIity to comply with the
requirements of the drawings and speciticatkms. This review is only to
check for general conformance with the deign concept of the project and
general compliance with the Contract Documents. The contractor
remains responsible for confirming and coreIating all dimensions and quantities; selecting fabrication processes and techniques of
construction; coordinating the work of the trades; and performing the work In a safe and satisfactory manner.
RECEIVED
L 'k]
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
1.0
2575 Pioneer Avenue
Vista, CA 92083
W.W.1%.%pam
The Power of Ingenuity
Material LIST
Customer SUTHERLIN CONTRACTING S.O.# 11024370 P.O.# 1266
Contact Person KRISTI SUTHERLIN Phone #1619-588-8895 1 Fax #619-579-1993
Agency CARLSBAD Sates Person JMILLER 760-734-5062
Job Name COLLEGE BLVD & TAMARACK AVE.
Inspect Req. NO Certs Req.NO Inspection #
Order Date 3.19.04 Revision #1 Rev. Date
Ship
To
Infomiation
Commodity Date Address
SIGNALS 6.11.04 2007 MUIRA LANE, EL CAJON, CA 92019-4260
CONTROLLER 6.11.04 2007 MUIRA LANE, EL CAJON, CA 92019-4260
PRE-EMPTION 6.11.04 2007 MUIRA LANE, EL CAJON; CA 92019-4260
MISCELLANEOUS 6.11.04 2007 MUIRA LANE, EL CAJON, CA 92019-4260
POLES 6.11.04 JOBSffE;COLLEGE BLVD. & TAMARACK AVE.
ANCHOR BOLTS 5.14.04 2007 MUIRA LANE, EL CAJON, CA 92019-4260
LUMINAIRES 6.11.04 2007 MUIRA LANE, EL CAJON, CA 92019-4260
SERVICE J4.30.04 2007 MUIRA LANE, EL CAJON, CA 92019-4260
SIGNS 6.11.04 2007 MUIRA LANE, EL CAJON, CA 92019-4260
aie is subject to McCain Traltic Supply Standard Terms and
MCMIN V CONTROLLER McAIN 1 .
PRE-EMPTION McCAIN .
'A • . ..
MISCELLANEOUS . HI-WAY,SYNC,ANIXTER V
POLES VALMONT •V -
. V V
ANCHOR BOLTS V BLUE CIRCLE. V V V
LUMINAIRES V
. McCAIN; :
SERVICE V
V P.u.P:
SIGNS McCAiN V V
V V
V V JI.Q4 . Dde—BY CALL 48 HRS PRIOR TO DELIVERY ______
.
CONTACT KRISTI @ 619-588-8895 V
. V
. Ci NO EXCEPTIONS TAKEN .0 MAKE CORRECTIONS NOTED V -
0 SUBMIT SPECIFIED ITEMS s-REVISE AND RESUBMIT
. VV 0 REJECTED V
Corrections or comments .made. on the shop drawings during this review
V do not relieve the contractor of his responsibility to comply with the
requirements of the drawings and specifications. This review is only to
check for general conformance with the desigh concept of the project and
general compliance with the Contract Documents. The contractor
V V remains responsible for confirming and correlating all dimensions and
quantities; selecting fabrication processes and techniques of
construction; coordinating the work of the trades; and peiumiI,g the
V
V woikinaads and satisfaotoiymanner. V
Page lof V
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2575 Pioneer Avenue
Vista, CA 92083
IN W orm %p A rom i am
The Power of Ingenuity
Material LIST
I CustomerISUTHERLIN CONTRACTING I 3.0.9 11024370 P.O.# 1266 I
SIGNAL SPECIFICATIONS
PER CALTRANS 1999 PLANS & SPECS
PLASTIC HOUSING
FULL CIRCLE VISORS, POLY
ALL SECTIONS ARE L.E.D.
INSTALL DIALITE L E D S
PLASTIC BACKPLATES
ALL BLACK
L.E.D. HAND/MAN PEDESTRIAN SIGNAL, DIALIGHT SIDE/SIDE FILLED
CALTRANS FRAMEWORK
5x7 PUSHBUTTONS
1988 STYLE PPB SIGN (R62)
NEEDS TO HAVE A DIMMER CIRCUIT INSTALLED
INSTALL A.D.A. (50MM) PUSHBUTTONS, STAINLESS STEEL
SIGNALS FOR COLLEGE BLVD & TAMARACK AVE
3 MAS [RYG]12" "
I MAS [RA,YA,GA]12" V 1
I SV-1-T (RA,YA,GA] ROD
2 SV-1-T [RYG]12 LOD "
I SV-1-T (RYG]12 ROD
I SV-2-TB [RYG]12, [RYG]12'
2 TV-0-T [Y]12" WITH SIGN LIGHT /
I 1V-1-T [RA,YA,GA] ROD'
3 L.E.D. RED 12" ARROW
8 L.E.D. RED. 12" BALL
3 L.E.D. YELLOW 12" ARROW
10 L.E.D. YELLOW 12" BALL
3 L.E.D. GREEN 12" ARROW
8 L.E.D. GREEN 12" BALL
6 L.E.D. HAND/MAN MODULE
6 PEDESTRIAN SIGNAL, INSTALLED IN FRAMEWORK
2 SP-1-T LOD FRAMEWORK
2 SP-1-T ROD FRAMEWORK
I SP-2-T FRAMEWORK
3 PPB SIGN R62D 5X7 LEFT
3 PPB SIGN R62D 5X7 RIGHT
6 PPB CAP & SWITCH
6 PPB FRAME ASS'Y, ADJUSTABLE, 5X7
2 6"THRU BOLTS
4 10" THRU BOLTS
14 14" THRU BOLTS
2 FLASHING BEACON CONTROL ASS'Y W!TIMER
35 12" VISOR
4 MINI ASTRO BRACKET
Page 2 of 4
2575 Pioneer Avenue
Vista-, CA, 920.83
NOW
The Power of Ingenuity
Material LIST ; ••.:
LUMINAIRES FOR COLLEGE BLVD & TAMARACK AVE
4 G.E. 250W 1201240V LUMINAIRE W/P.E.
4 250W HPS LAMP 0
4 PHOTO CELL, FISHER PIERCE 77906
4 FUSE HOLDER DOUBLE HEXM
8 FUSE BAF05
ILLUMINATED SIGNS FOR COLLEGE BLVD & TAMARACK AVE
AGENCY APPROVED SUBMITTALS REQUIRED PRIOR TO FABRICATION
INTERNALLY ILLUMINATED TYPE A
8" UPPER CASE, 6" LOWER CASE, SERIES E LEGEND
WITH SQUARE BORDER .
2 6' PANEL, V.I.P. WHITE ON 3M #1177 GREEN •
4 8' PANEL, V.I.P. WHITE ON 3M #1177 GREEN .•
I ISNS HOUSING ASS'Y.6'X18" . .
2 ISNS HOUSING ASS'Y 8'X18" . . .
3 ISNS P.E.R. ASS'Y W/PHOTO CELL
3 McCAIN ISNS MOUNT ASS'Y, CLAMP& HANGER SET
PRE-EMPTION FOR COLLEGE BLVD & TAMARACK AVE"
4 3M 711 DETECTOR •.
2 3M 752 DISCRIMINATOR
1500 3-M CABLE M138 (PER FOOT) . .
CONTROLLER FOR COLLEGE BLVD & TAMARACK AVE V
1 332 CABINET, ANODIZED• . .
2 INSTALL BEST LOCK;LEFT OR RIGHT :
I 170E CONTROLLER 0
I 412C PROM MODULE FOR BITRAN .
1 BITRAN 200A PROGRAM 0
I 20I0ECL CONFLICT MONITOR UNIT .
I RED MONITOR KIT . .
1 404 MODEM .
I C-2 CABLE •. .
. ....•0 2 204 FLASHER 0• S . •0•
3 242 ISOLATOR, PDC. :. • . - .
. 4 430 F.T.R.. . . : •
12 200 LOADS WITCH • • • . •0
I ED1222 DETECTOR • . •
I FLOURESCENT LAMP KIT, I LIGHT,ISWITCH, 332
I DRAWER/SHELF FOR 332 •
0
I CLARY BATTERY BACK UP SYSTEM FOR 170 (INSTALL) "
1 J & J SIDE MOUNTCABINET(INSTALL)
6 CLARY OUTPOST BATTERY (6 REQUIRED) (INSTALL)
--
.
• Direct S hipments ••
Page .3 of 4
2s7 :e
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The Power of Ingenuity
Material LIST
CustomerISUTHERLIN CONTRACTING I 8.0.0 11024370 P.O.# 1266
POLES FOR COLLEGE BLVD & TAMARACK AVE
3 TYPE 1-A 10', STEEL '
I TYPE 15 FIXED BASE /
2 30'SMA FOR I8/19-3-80'
2 19-3-80-
1 45' SMA FOR 26/27-4-80 v
1 26-4-80" :
4 12' LUMINAIRE MAST ARM .
3 DETAIL U . .
2 LIGHT POLE BASE COVER
3 TRAFFIC POLE BASE COVER
ANCHOR BOLTS FOR COLLEGE BLVD & TAMARACK AVE
4 518"X18"X4" ANCHOR BOLTS,
16 3/4"X18"X4" ANCHOR BOLTS
4 1"X36"X4"ANCHOR BOLTS
12 2"X42"X6" ANCHOR BOLTS
SERVICE FOR COLLEGE BLVD & TAMARACK AVE•
I TYPE IIIBF, ALUM, ANODIZED, METERED/UNMETERED
2 I5AIPI20VCB 42KAIC
i 50AIPI20VCB 42KA1C
I 30A 2P 120/240V CB 42 KAIC
MISCELLANEOUS FOR COLLEGE BLVD & TAMARACK AVE
3 VIDEO DETECTION SYSTEM ITERIS EDGE
1R34"
1 R34-2"
I R73-2"
1500 COAXIALCABLE- &411 9Y1 'l
1500 POWER CORD 10' A'N(.
S
Page 4 of 4