HomeMy WebLinkAbout3079; POINSETTIA LN BRIDGE CONSTRUCTION; CERTIFICATIONS; 1984-08-14THE TANNER COMPANIES.. RECEIVED
AUG 17 1984 F division
AmcmirEcrUAAL
STILICTUPALfi 1,91~"rR"SSZ.DCONCRrr"NSrlr"rr
12167 ARROW HIGHWAY
ETIWANDA, CALIFORNIA 91739
TELEPHONE (714) 987-6371
Clyy OF CAV-W-,P,-D
Attn: Bill Corn ENGINEERING IDE
TO: tpirtinn DATE:— August 14, 1984
.~. ~Box 1171--
Carlsbad,. CA 92008 "b . 1. ~ -. .
Poinsettia Lane Bri-dge-'
RE
Carlsbad, CA
TPAC DIV. CONTRACT NO: 09695
GENTLEMEN:
WE ARE SENDING n HEREWITH
F—! UNDER SEPARATE 'COVER
FOR YOUR: r-~ ARCH.APPROVAL
F-1 ENG.APPROVAL
APPROVAL
USE AND FILE
I AS NOTEO)
L
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 #12 approved by Cal Trans on previous project
PLEASE RETURN 0nP PRINT($) OF EACH, APPROVED OR APPROVED AS CORRECTED NO LATER
THAN ASAP 0 FACILITATE PRODUCTION.
- 4F,
RSMARKS: Will outside in,'spection' be required on this project? If so who do-we
need to contact to sc4edu
Sincerely,
THE TANNER COMPANIES
TPAC DIVISION
Tp. 185 Richard Howard, Quality Control Manager
ftWENED
AUG171984
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
The Tanner Cornpa~'. e!tressed Concrete Division, 12467 ArroW. 911P k, 4R ct, amop a-*California91739.(714)987-6371
4
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CONCRETE MIX
)6;At f
PROJECT:,-- Poinsettia' Lane Bridge DATE' August 14, 19 - 84 A.
AGENCY/OWNER:: Ci,ty of Carlsbad
CONTRACTOR: CalcQ Construction
TPAC'JOB NG.: 9695
PRODUCT:Voided Bridge Deck Slabs
The following is the concrete mix we..propose.to, use.for"iheprid, 1. e st'and/or prestressed
products for the referenced project, to-produc-e., mfniphq~-`--207day strength of 5000 PS 11
when placed at.-a'. 312- + 1" slump.:
fci= 4000
SSD BATCH WEIGHTS PER CUBIC YARD
MIX DESIGN DESIGNATION: 12
Material s
Cement: Kai.ser Type It or Riverside Type It
Water: 38 Gallons
W/C: .42
Coarse Aggregate:- Designated gradation: ]I!'
Lytle Creek Crushed
Fine Agiregate: F.M.— 2.90 Lytle Cree#.-
Washed Concrete Sand
Admixture:
Air Content: E.ntrapp6d + 2%
TOTAL
CLASS:
SSO Weights/C.Y. ABS. Vol.
750 lbs. ~.82
116 lbs 5.06
1760 lbs. 10.52
1160 1 bs.. 6.99
32 Us. ---
.61
3986+ tbs./c',.y. 27.00 c.f.
Un i t wt. 147.6 #c.f. S.G. - 2.68 Coarse': 2.66 Fine
Submi tted Date:
Ticnard Howard, qualfty Cqnfrol manager
Approved By Date:
AT—
Building tomorrow today.
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
1 100 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 1
No. 4 95-100
No. 8 65-95
No. 16 52-72 (62+10)
No. 30 30-48 (39T 9)
No. 50 12-24 (18+ 6)
No. 100- 2-10
No. 200 0-5
Submitted ate:
Richard Howard, Quality Control Mgr.-
Building tomorrow tocloy.
aftj
VA~
'
V I%bo N V %W11W.0FW%1 IWI%*-% 6 61%WW 1—. .
I
TYPICAL MILL ANALYSI40
Truck Shipments
Month July 1984
Consignee;
PORTLAND CEMENT—TYPE I. I A. FEDERAL'SPECIFICATIONS SS—C—i
A.S.T.W. DESIGNATION C-150-11.
Chemical Composition: Percent
Silicon Dioxide (S102) ........................... 22.0
Aiuminum Oxide (A1203) .......................... 4.3 Ferric Oxide (Fe203),,,,--. ..................... 3.6 Calcium Oxide (CaO ............................ o. 64.4 Magnesium Oxide (MgO) ...... o .................... 2.4 Sulfur Trioxide (SOP. .......................... 2.0 Loss on Igni'tion ............................. o.. 0.7 Insoluble Residue. ................ o ............. 0.13 Tricalcium Silicate ............................. 55.0 Tricalcium Aluminate ............................. 1 5.2 Alkalies ........................................ 0.52
Specific Surfaces:
(Blaine) Sq. Cm. per Gram ....................... 3590
Soundness:
Autoclave Expansion ............... o ................ +0.05
Time of Setting:
Initial-Set 2 Hrs. 35 Mina. (Cillmore). Final Set 5 lirs. 40 Mins. (Gillmore)
Compressive Strength Tests:
1 Days- 1540 Lbs. Per Sq. In.
3 Days 2870 Lbs. Per Sq., In.
7 Days_4070 Lbs. Per Sq. In
28 Days 5570 Lbs. Per Sq. In.
Air Entrainmeni:
% by Volume4 -9.0
This Cement has been's mpled during produc-tion in; accordance with ASTW, Standard C183-78 and''t sted by, the pertinent AST14. Standardnethods. Alk. test results are cerki ied to comply with the type specification. We are
not responsible for imiroper use or workmanship.
Kaiser Cement Corporation
Cushenbury Plant
For Th dhie4 ChemA sit
It %I 1 RUSSELL
Oro Grande Plant
Cement
Oro Grande. California 923WT -
14 National Trails High ..-- —
616r~, )no: 714/245,53ii~
CertTication
Str-'e n' CHEMICAL
Silica MOO 22.4 %
Alumina (A1203) ................. 3.9 %
Iron Oxide (Fe203) ......... 2.6 %
Calcium Oxide (CaO) .............. -= 64 0 - --- %
Magnesium Oxide (MgO) ........... 2.6 %
Sulfur Trioxide (SO3 3.0 %
Free (CaO) (wet) . . . . . 1.0 %
Date:
Order No.
Grind Number 322 7,
TESTS
Loss on Ignition ................. 1.5 %
Insoluble Residue ....... : ' * * * * * * 1 0.3 %
Total Alkalies as Na20 Equiv.. . . .5 %
Tricalcium Aluminate (C3A) ........ 6 %
Tricalciurn Silicate (C3S) ........... 52 %
Dicalcium Silicate (C 2S) ....... t .... 25 %
Tetracalcium Aluminoferrite (C4AF) . 8 %
Cement shipped to:
Destination:
Car and Number (or Ticket Numbers)
jp e- ;k 10 -Tons, Portland cemenr Silb Number.
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 Sotting Time (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.
1 day 2790 3 days 4440 7 days 5790 28, days
The cement herein denoted meets the requirements of specifications Federal SS-C-1960/3 and
daltrans Section 90 and A.S.T.M. C-150 for Types I and I1, low alkali f
modified for pre-stress.
'f
L Chief Chemist
Oro Grande Plant
'_V
Owl Rock Products Co.
June 12, 1984
The Tanner Companies,
12167 Arrow Highway-
Etiwanda,. California 91739
Attention: Mr. Richard Howard
Gentlemen
The following is submitted for your records:
Average Cumulative Percent Passing
Production Facility Lytle Creek Plant Lytle Creek P
'
lant
Product Code No. 501 No. 533
Description Washed Concrete Sand 1/2" Crushed Rock
Sieve/Screen Size
3/411 100
1/211 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.
TEC~y '~SERVICES
R dergrass
r anage
/m
POST OFFICE BOX 330 * 5435 PECK ROAD - ARCADIA, CALIFORNIA 91006
(213) 443-0111 - (714) 521-7610
PROTEX INDUSTRIES -INC.
RESEARCH AND DEVELOPMENT LABORATORIES
0**44. Tele'phone~ Yrzz'
#,-.303/9354566
TWX
910-931-0599---~
Protex. DVR.~
A! ~Afl J?' Ali~
r
A
MFTCATIOW
1331 West Ev4qs Avenue
1
4-
-.1. - RVX;~~6' 1501--
i77- 7' 7-1~-
Re:! Prote:)e PDA 50
Gentlemen:
Denver, Colorado 80223
061'_-'_ A ~ I" " y1w
This is to certify that Protex PDA 50 conforms to the
requirements of ASTM C-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.
fonate which Protex PDA 50~'is mi2inufiictured from a,,Jig~ios-U
has- beeri,.-~~urified and desugared and dods not contain calcium z0:i Ki;-
PROTEX INDUSTRIES INC
Ivan, L., Lynn
director of Research
f
The ~nformatlon 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
resu ts 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.
FOS t: Sec'-*cn
tic stz.=ard
LA
CF Z_-Z I;!T!S!cn cf CbnStruc*E.w..,, Of:Vcc- of S -,ac Lure tru-c~t., *it
Ile R* Tanr4f Cq~~ sc
te
CONCRETE MIX DESIGN
PROJECT: Kanan Rd. Bridge Repair
AGENCY/OWNER: State of California
COhTRACTOR: Brutoco Engineering A Construction P.O. Box 429
Fbntana, Co. 92335
PRODUCT: 4'-6* 1 Girder
DATE: March 26, 1984
..i
TPAC JOB NO. CC 9664
The Following is the concrete mix we propo
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ts for the referenced project,, to produce a minimum 28 day strength of 5250 psi when placed at a 3~6 ± I"
lfciw , s2so
SSD BATCH WEIGHTS PER CUBIC YARD
Mix Design Designation: 12 Class:
MATERIALS
ftment: Kaiser Type 11 or Riverside Rapid Strength Water: 38 Gallons Type 11 ,,w. I C. .42
'Coarse Aggregate: Designated Gr&dat-Ibn:'.*--V
-Cr Lytle Creek . p; ,-Tide -Aggregate: f.14. — 2.90*aib ~n te-Sand iRdmfxture: PDA-SO/ASTH - t4944y0i' 1 Air Xontent: Entrapped -Air -:!i2..,bz
TOTAL
SS D WE I GHTS/ C. V. ASS. VOL
7SO I bs 3.82 316 1 bs. S.06
1760 1 bs. ~,IOM
1160 1 bs.
32 ozs.
UNIT WT: '.17.6 fc.f. S.G. 7.68
3996 1 bs/c.3-,# -P. 0-0 E. f .
'COARSE: 2.56 YPIE: