HomeMy WebLinkAbout3079; POINSETTIA LN BRIDGE CONSTRUCTION; SUBMITTALS;SELECT 0 4580 FEDERAL BOULEVARD
ELECTRIC SAN DIEGO, CALIFORNIA 92102
ING 263-7223
Calif. License No. 297034-
TO: Calco Construction DATE:September 28, 1984
P.O. Box-1171
Carlsbad, Ca. 92008
ATTIN1. Pamela Romaniello
SUBJECT: P6insettia Lane Bridge Project
TRANSMITTING
X -HEREWITH
SEPARATE COVER
PARCEL POST
-PERSONAL DELIVERY
THE FOLLOWING
-PLANS'
SHOP DRAWINGS
X SUBMITTAL BROCHURES
-CHANGE ORDER
-LETTER
RELEASE
FOR
RECORD ONLY
-YOUR ACTION
----AS REQUIRED
-----APPROVED
X APPROVAL
PPROVED SET OF SUBMITTALS MUST BE RETURNED PRIOR TO RELEASE
REMARKS:
BY:
Edward Y6ar Estimator.
"AN EQUAL OPPORTUNITY EMPLOYER"
.4
Coast Eleet# .e Company
eleetrie wholesalers
P.O. Box 8
241 - 14th Street, Son Diego, Colifornio 92 112
(7 14) 233-6373
PROPOSED MATERIAL LIST
- FOR
CONTRACT NUMBER 3079
CONSTRUCTION OF POINSETTIA LANE
FROM AVENIDA ENCINAS TO CARLSBAD
CITY OF CARLSBAD
QUANTITY DESCRIPTION/PART NUMBER MANUFACTURER
6 Contrete poles Catalog #2C2-23-CA8
W/28' mounting height and 8 1 arm
6 1-6-9 watt HPS cut-off luminaires,
240Volt, w/P.E. receptacle
Catalog #C642N505
goo
6 -I-rA watt HPS -lamps Catalog*#LUl50/55
6 24'OVolt fuse kits
Catalog #HEX-AA/OTM-10
6 .240Volt PE Cells Catalog #BFPV
AMER&N
GENERAL ELECTRIC
SYLVANIA
BUSSMANN
A. L. R.
ENGINEERING DEPARTMEP 'ClTy OF la7 1200 El CARLS13AD M Avenue Carlsbad, CA 92008
/15/ & 6- 3 0 7 5
KERCHEVAL AND ASSOCIATES, INC., CIVIL/STRUCTURAL ENGINEERPG
V
gLqU17 CMPLANNING.
9420 FARNHAM ST., SUITE 113, SAN DIEGO, CA 92123 (619) 571-0520 k; I
A -r
CITY OF CARLSBAD
TR40Affirtr4l ENGINEERING DEPARTMENI
TO: City of Carl-shad DATE: Aijqijct 27, 19R4
1200 Elm Avenue- SUBJECT: Poinsettia Lane Bridge
Carlsbad,,"CA 92008-1989
ATTN:. Pat Entezari
TRANSMITTED: VIA:
THE FOLLOWING:
=Plans =Calculations F—x ]Other:
=Specifications =Originals
=Estimate =Invoice Shop Drawings
FOR:
[fl4X?jflx.
on the abutment drawina on sheet El. Corrections noted in
KERCHEVAL & ASSOC., INC.
By:
Milt Farnham, Bridge Inspector
7 LWK =Ncl _::L=
THE TANNER COMPANIES
.' =n (Z:;
division
Attn: Bill Corn
TO: )n
P.O. Box 11/1
Carl s bad, CA 92008
RE:
Poinsettia Lane Bridge
Carlsbad, CA
TPAC DIV. CONTRACT NO: 09695
GENTLEMEN:
WE ARE SENDING HEREWITH
F—I UNDER SEPA RATE COVER
p"Is"r5sto comcgiri msrirvrf
12167 ARROW HIGHWAY
ETIWANDA, CALIFORNIA 91739
TELEPHONE (714) 987-6371
DATE:- August 14, 1984
R__EC_ EIVIED
AUG 17 1984
CITY OF CARLSBAD
E%VVM.1~pEPAnUk%CH. APPROVAL
ENG.APPROVAL
APPROVAL
USE AND FILE
(ASNOTED)
COPIES DWG. NO. DATE T I T L E
6 Concrete Mix design #12
6 Kaiser Cement Certification
6 Riverside Cement Certification
6 Owl Rock Aggregate Certification
6 Protex Add Mix Certification
6 Aggregate gradation per Cal Trans Section 90
6 Copy of mix W12 approved by Cal Trans on previous project
PLEASE RETURN nnp PRINT (S) OF EACH, APPROVED OR APPROVED AS CORRECTED NO LATER
THAN ASAP 0 FACILITATE PRODUCTION.
R&MARKS: Will outside inspection be required on -this Oroject? If so who do we
need to contact to schedule. ALL- PREFABRic-~t6D 1,new,6e;0-0~
A7- ?1,,tv7- Nvp 7-,e_$7_11V R6?oA43 :f*e4e- 66 rb fi
C171- 0r,4MP1-11Vq! qAIP Cj~Xrlfic_?~71olv ro g67
rlf_';~V C7 _f10'M___4?PXoveD eY Vi!~' c-17-r- 72~3re,!~q-xrs #,Yp PZF~"e---
9Y AW rif~rl.,vc p /f,-(t4i 4101,ev,,a gy
bc. " 'COV'&'f 'f - 6, - - U 0 'M I T7-4-0 rft
Sincerely, D6"u APPROVED COPY 11 io~
L--r1tld 7- /'7 /IF f
OVED COPVHE TANNER COMPANIES
ITPAC DIVISION
TV-190 Richard Howard, Quality Control Manaqer
it
E NED CI~
J 1984 AU G 17
4Rno C The Tanner Compaillm Prestressed Concrete Dholsion. 12167 Arrow H Cucamonga 491ML RV,
MIGINEERING J CONCRETE MIX DtS
DEPMT11m
PROJECT:- Poinsettia Lane' Bri.'d 'e" AU96st 14, 1984 A,
AGENCY/OWNER: Ci.ty of Carlsbad
CONTRACTOR: '*Calco Construction
TPAC'JOB NO.: 9695
PRODUCT:Voided Brtdge Deck Slabs
U" '#or'
.
ihet pr~cist'and/or prestressed The following
'
-'is the concrete,mix we proposq to Se
products for the referenced project, to produce ly mfn%ul~-"~2876~ strength of 5000 psi
when placed at'-a 312 + 1.11 slump.
fci= 4000
SSO BATCH WEIGHTS PER CUBIC YARD.
MIX DESIGN DESIGNATION: 12 CLASS:
Materi al s SSD Weights/C.Y. ABS. Vol.
Cement: Kai.ser Type U or Riverside Type 11 750 1 bs..
Water: 38 Gallons 316 1 bs.:.-.
W/C: .42
Coarse Aggregate: Designated gradation: ;2!'
Lytle Creek Crushed
Fine Agiregate~-F.A..- 2.90 Lytle Cr'eek I Washed Concrete Sand
Admixture:
Air Content: Entrappdd.+ 2%
TOTAL
3.82
5.06
10.52
6.99
.61
27.00 c.f.
1760 1 bs.
1160 lbs.
32 ozs.
3986 lbs./c. y.
Unit Wt. 147.6 #c.f. S.G. - 2.68 Coarse*: 2.66 Fine
Submitted By ----r*'00' Date: e'~ ~V
ager
Approved By Date:
Building tomorrow today. APPROVED Copy
T
The Tanner Companle% Prestr6ssed~ doncrete Division, 067 Arrow NghwaV, Rancho OicamongcL Caffornia 91739,(714) 987-6371
DATE: August- 14": 198f`;--'-,""~-
PROJECT: Poinsettia Lane Bridge,
TPAC JOB NO.: 9695:,
In conformance with Section 90 of Caltrans Standard Specifications, we
submit the following gradation ranges for our coarse and fine aggregates
for use in our Mix Design Number 12. Source for both aggregates is
Owl Rock, Lytle Creek.
90-3.02 COARSE AGGREGATE 90-3.04 COMBINED GRADATION
Size % Passing Size % Passing
1 41 100 1 11 100
3/4" 100 3/4" 100
3/8" 40-70 (55+15) 3/8" 73
No. 4 0-16 No. 4 44
No. 8 0-6 No. 8 34
No. 16 27
No. 30 17
Size % Passing No 50 9
No. 100 3
3/811 100 No. 200
No. 4 95-100
No. 8 65-95
No. 16 52-72 (62+10)
No. 30 30-48 (3q—+ 9)
No. 50 12-24 (IC+ 6)
No. 100 2-10
No. 200 0-5
Submitted ate: Pi
Richard Howard, Quality Control Mgr.-
Building tomorrow today.
0-1
TYPICAL MILL ANALYSIP
Truck_ Shipments
Month July 1984
Consignee;
I~ICATIONS SS—C-196OZ PORTLAND- CEMENt7'~-Vfpg 'I A. FEDERA',, SPEG,
A-.S.T.ht,. DESIGNATION C-150-81
1. Chemical Composition: Percent
Silicon Dioxide (S102)
...........................
22.0
Aiuminum Oxide W203) .......................... 4.3 Ferric Oxide (Fe203) ............................ 3.6 Calcium Oxide (CaO .............................. 64.4 Magnesium Oxide (MgO) ........................... 2.4 Sulfur Trioxide (SOP ........................... 2.0 Loss on Ignition ................................ 0.7 Insoluble Residue ............................... 0.13
Tricalcium Silicate ............................. 55.0 Tricalcium A'luminate ............................ . 5.2 Alkalies ........................................ 0.52
Specific Surfaces:
(Blaine) Sq. Cm. per Gram ....................... 3590
Soundness:
Autoclave Expansion .................... * .......... +0.05
Time of Setting:
Initial.Set— 2 —Hrs. 35 Mina. (Cillmore)
Final Set 5 lira. 40 Mina. (Gillmore)
5.. Compressive Strength Tests:
I Days- 1540 Lbs. Per Sq. In.
3 Days 2870 Lbs. Per Sq. Ln.
7 Days 4070 Lbs. Per Sq. In.
28 Days 5570 Lbs. Per Sq. In.
6. Air Entrainment:
% by Volume- 9.0
Thi's Cement has been,,.a mpled during production in! accordance with ASTM Standard-C183-78 anodl~k sted by the pertinent ASti'Standard methods. All test resul.to are cc ; r ied to comply with,the typ* specification. We are
not responsible for improper use or workmanship.,
Kaiser Cement Corporation
Cushenbury Plant
For Th%Chief.ChemisF
I JI RUSSELL
V'ro Grande Plant Oro Grand*, California 92168
National Trails High"&
0 Osler-ine: 714/245,5321
Cement 4luality Lertification
Cement shipped to:
Destination:
Car and Number- (or Ticket Numbers)
Tons Portland cement Silo N
Rapid., Strength 4 CHEMI
Silica MOO ................ 22.4
Alumina (A1203) ..... 3.7%
Iron Oxide (Fe203) ......... 2.6 %
Calcium Oxide (CaO) ............... 64.0, %
2.6 % Magnesium Oxide (MgO). - - - - - - - - -
Sulfur Trioxide (SO3 ) ............. 3.0 %
Free-(CaO) (Wet) . . . . . 1.0 %
Date:
Order No.
Grind Number 32 2
Loss on Ignition ................. 1-5 %
Insoluble Residue ................ %
Total Alkalies as Na2 0 Equiv ........ .5 %
Tricalcium Aluminate (C3A) ........ 6 %
Tricalciurn Silicate (C3S) ........... 52 %
Dicalciurn Silicate (C2S) ........... 25 %
Tetracalcium Aluminoferrite (C4AF) . 8 %
umber Typi ca 1 10)
CAL TESTS -
PHYSICAL TESTS
A.S.T.M. C-204 Fineness (Blaine Method) 5461 CM2 /gM
A.S.T.M. C-151 Soundness (Autoclave Expansion) -04 %
A.S.T.M. C-191 Setting rime (Vicat Method) Initial 1 hrs 45 min; Final 3 hrs 3 min
A.S.T.M: C-185 Air Content, 9-1 %
A.S.T.M. C-109 Compressive Strength, Mortar Cubes, lbs. per-sq. inch.
I day - 2790 _; 3 days 4440 ; 7 days 5790 ; 2S days
The cementherein denoted meets the requirements of specifications Federal SS-C-1960/3 and
daltrans Section 90 and A.S.T.M. C-150 for Ty es I and II, low alkali,
modified for pre-stress. At A /. #
14A Chief Chemist
&q Oro Grande Plant
R
0
Owl Rack Products Co.
June 12, 1984
The Tanner Co'mp"ah i es-`
12167 Arrow Highway'
Etiwanda, California 91739
Attention: Mr. Richard Howard
Gentlemen
The following is submitted for your records:
Average Cummulative Percent Passing
Production Facility Lytle Creek Plant Lytle Creek Plant'
Product Code No. 501 No. 533
Description Washed Concrete Sand 1/2" Crushed Rock
Sieve/Screen Size
3/4" 100
if 1/2 98
3/811 100 45
No. 4 99 6
No. 8 82 3
No. 16 62
No. 30 40
No. 50 , 19
,No. 100 6
No. 200 2
Fineness Modulus 2.92
Sand Equivalent 84
California Test 217
Specific Gravity 2.66 2.68
Compliance - ASTM C-33 C-33
Size 7
We certify that the above information is representative of the material produced
in the last thirty-day period. It is accurately drawn from a continuing Quality--
Control Program.
TTECH SERVICES
d R~ dergrass
na ag ep
/m 10 A
POST OFFICE BOX 330 - 5435 PECK ROAD - ARCADIA, CALIFORNIA 91006
'(213) 443-0111 - (714) 521-7610
Telephone
303/935-3566'
TWX
910-931-0599
Protex DVR.-:,.,
lx_
PROTEX . INDUSqRIES INC. I
RESEARCH AN6 DEVELOPMENT LABORATORIES
1331 West- Evans Avenue Deriver, Colorago 80223,
-49~ 1 'A I I I _J5 Z'
Z.,"'. 44
rl 404m,04. C4
607`4.1
Re: ',...P,r.otex PDA 5 0
Gentlemen:
This is to certify that Protex FDA 50 conforms to the
requirements of ASTWIt'494-80, AASHTO M-194-77 and CRD C-87-80,
Type A admixture when used at the rate of four fluid ounces
per 100 pounds of cement and to Type D admixture when used
at the rate of six fluid ounces or more per -100 pounds of
cement.
Protex PDA 50 is m,~nufactuila from:a-lignosulfanate which
sug -has been'purified and de ared and 'dods-not- can. calcium,
chloride.
PROTEX INDUSTRIES INC
Ivan L. Lynn
director.pf Research
v Kz Z
'z~
The information contained herein is based on tests and factual information from reliable sources; however, no warranty is expressed or implied regarding the accuracy of this data, the
results to be obtained from the use thereof, or that any such use will not infringe any patent. This information is furnished upon the cdndition that the persons receiving it shall make their
own tests to determine the suitability thereof for their particular purpose. Liability for damages shall. In no case. exceed the purchase price of the material shipped.
F-~
78
r E'~; an t t Z, S 6C cm of the Eta,
"J~ CF,
f
7~. 7 7 2 E~~, 4 Z ztegi, c4
DateL
CONCRETE MIX DESIGN
P ROJE CT.*;-'- kahim Rd. Bridge Repair DATE'. 1 98k~-
AGENCY/OWNER:." State Of Ca I i forn ia
CONTRACTOR: Brutoco Engineering A Construction P.O. Box 429
Fbntana, ca. 92335
PRODUCT: 4 6*1 Girder TPAC-.JOB NO. CC 9664
The Following
Products'' fbr it the concrete mix we Propose to,'use for the precait* and/or Prestressed thi-referenced project, to. produce a minimum 28 day strength of 5250, psi when placed'at a 31ift
5250'
SSD BATCH WEIGHTS PER CUBIC YARD
M!x Dtsigft- Designation.:. 12 less
TERIALS,,k
ASS. v SSQ WEIG
Cement ise" T or Rivers.ide lbpfd'St-rength "e; Vater. 7SO 3'82~". 38: Gal Ions Type 11 316 1 bs..' ./C. S. 06-
Aa rse Aggregate: Designated 6 ra da t .10"
Lytle Creftk-Crvsbed 1760 lbs. 1.0 S2 fit f.14. -.(? .9" ,
V.
- *
*
wMailhed. trete-Sand. -A&Ixture: 1160 lbs. PDA-SO/ASTm C4 94 /Typ e` 32 ozs. .2 M bZ!
-
. Air*.Content: -Entrapped -Air
JP
TOTAL 3986-5—s/c.3- 11 27.00 c.f.
UNIT WT: L-6_OC.f. COARSE: 2.66 __FI??E: