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Lattimore Materials Company
1700 Redbud Blvd, Suite 200
McKinney, Texas 75069
(972) 221-4646 (main)
(972) 221-4100 (fax)
www.lattimorematerials.com
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Concrete Mix Design
Date:
5-Jun-06
Client:
Roadway Solutions
Project:
Traffic Signals
Coppell, Texas
Mat~rials: Cement:
Flyash:
Coarse Agg.:
ASTM C-150, Type 1/11
ASTM C-618, Class F
ASTM C 33,1"- #4 Crushed Stone
Fine Agg.:
Admixtures:
ASTM C-33. Concrete Sand
ASTM C 494, Type A or 0
ASTM C-260
1 Cubic Yard By Weight - SSD
Mix No.
Strength @ 28 Days
(6 SK ,WR.AIR)
psi
Coarse Aggregate
1701
3600
Air
564
o
1850
Ibs
lbs
Ibs
Cem~nt
Fine Aggregate
Water
Admixture Water Reducer
1260
256
23
Ibs
rbs
ozs
AEA
Total Weight
3.7~
3930 Ibs
Unit Weight
W/Cm Ratio
Fly Ash Replacement
Maximum Temperature
Slump
Entrained Air
145.57 pcf
0.45
0%
95 of
3-5 inches
3"6%
l.attlmore MaterMls com~ny gua~ntClO}$ thO} ~b<)vl} mix clQSlgrJ will achlevl;3 the specified strength when tested and evaluate<i In
accordanc~ with ASTM 0172, C31, C39 and G94 (Including proper Initial cur1ng as per ASTM C31 Section 10.1.2), and when the
r9comm~nd9d pr<><;edufo}$ for placement and curlng outllne<i In ACt 305 Bnd ACI 306 Bre followed.
In accordance WIth ASTM C94, Lattlmoro Materials Company shall rec{llv{l aU CQpll1s of t~stJng reports, and thoy should bo forw<lrdod to
our QUlIIII.y Control Department (fax 972-221-9(47) as soon ae available. Fal[ufeo to fQlWard reports in a timely fashion can delay
responSG time 1/'1 dOIlIll'9 with concrete concerns as well as future project submittals.
This mix design llubmittal, price quote, Qr matorlel s~dflc Info\'1l1O\llo" (aggrQ9:1to pro~rtles. gr<ldlng, matGrl:\1 composition, or other
Information regarding matorlals. manufaeturM by Lattimore Materials Company, Is prOpfl9tary and eonfldQntial and not to 00 sherod or
transmitted In any form to any pernon or organization thet Is not expreasly authorized In writing by B deslgnate<i official of Lllttlmorq
Mllterlllls Company, Any unauthorized pereon or entity In posBe!lslon or this Information will be pro~~cutlld to tho fuHo$t oxtont of the
law.
uGiu5i1U~b IJ:i~
'j/":'-iil <-llUU
Lt"~ l If":lI)I<L H':'>1 i L:<li':'L~,'
I r',\_H
l l\1C Field Test Data Mix No. 1701 Basis for Selection
: ~
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Contrllctor: Hugbs & Sons Data Updated: 06/05/06 ACI 318, Section 5.3.2.1 (5-1)
Project: Terry Middle School Design Strength r (: 3600 psi Standard Deviation: 346 psi
Mesquite, TexllS Data Represents: 36 Tt$l$ R~qllirl;d Stn;nj?th fer: 4064 psi
L3botatory: I'Iooper Engineering Avg. Slump: 4.85 Avg. Air% 4.52 Average Strength: 4500 psi
Cone. 'LDav Data 28 Dav Compressive Strenl!th Data 28 Day 28 Day
# Date Slump Temp Air% Cyl.1 7Avg_ Cyl.1 CyI.2 SetAvg Avg.l3 Range St.Dev. Run.A vg.
1 05/11/05 4.50 86 3.70 3600 3600 4450 4440 4450 10 4450
2 05/11/05 4.75 87 3.30 3420 3420 4450 4360 4410 90 28 4430
3 08f13/05 5.00 86 4.20 3290 3290 4330 4390 4360 4410 60 45 4410
4 05i18/05 5.00 87 4.30 3580 3580 4340 4400 4370 4380 60 41 4400
5 OS/25/05 5.00 88 3300 3300 4170 4200 4190 4310 30 99 4360
6 OS/25/05 5.00 90 3790 3790 4800 4730 477() 4440 70 191 4430
7 OS/25/05 5.00 85 4.20 3790 3790 4450 4300 4380 4450 150 175 4420
8 05/31/05 5.25 88 4.10 3550 3550 4600 4390 4500 4460 210 165 4430
9 06/06/05 5.00 91 4.00 3430 3430 5040 5050 5050 4780 10 258 4500
10 06/07/05 5.00 89 5.10 3750 3750 4400 4170 4290 4670 230 252 4480
11 06/16/05 4.50 91 3.80 3210 3210 4130 4200 4170 4500 70 256 4450
12 06/16/05 4.00 94 6.00 3000 3000 4000 4030 4020 4160 30 274 4410
13 06/16/05 4.50 94 5.80 3070 3070 4040 4030 4040 4080 10 282 4380
14 06/24/05 5.00 87 2.50 3130 3130 433G 4280 4310 4310 50 272 4380
15 06/24/05 5.50 91 4.00 3080 3080 4160 4220 4190 4250 60 266 437Q
16 06/24/05 5.00 94 4.50 2890 2890 4090 4140 4120 4210 50 265 4350
17 07/01/05 4.50 92 4.40 3530 3530 4170 4200 4190 4170 30 259 4340
07/19/05 5.00 90 5.00 3550 3550 4570 4500 4540 4280 70 256 4350
1';1 07/19/05 4.25 94 4.50 4070 4070 4950 4970 4960 4560 20 285 4380
20 07/25/05 5.00 94 4.80 3730 3730 4700 4640 4670 4820 60 285 4400
21 07/25/05 4.50 94 5.20 3330 3330 4260 4100 4180 4430 160 281 4390
22 07/29/05 4.50 89 4.00 4080 408Q 5100 5360 5230 4710 260 328 4430
23 07/29/05 5.00 90 4.40 3650 3650 4490 4610 4550 4890 120 322 4430
24 08/04/05 4.75 94 3.90 3600 3600 4610 4520 4570 4570 90 316 44.40
25 08111/05 5.00 91 4.70 3630 3630 4210 4330 4270 4420 120 311 4430
26 08/12/05 4.25 90 4.90 4150 4150 5060 5090 5080 4680 30 330 4460
27 08/16/05 5.25 92 5.60 3760 3760 4670 4710 4690 4680 40 327 4460
28 08/22/05 4.50 94 5.70 3380 3380 4360 4440 4400 4720 80 321 4460
29 08/25/05 5.00 94 4.40 3200 3200 4060 4220 4140 4410 160 321 4450
30 09/07/05 4.50 95 4.20 3630 3860 3750 4420 4100 4260 4270 320 317 4450
31 10/18/05 4.75 81 4.60 4220 4220 5250 4900 5080 4670 350 332 4470
32 11/01/05 5.50 67 5.50 3070 3070 4070 4060 4()70 4580 10 334 4450
33 11102/05 5.00 71 4.10 3750 3750 5010 5140 5080 4740 130 346 4470
34 I 1/03i05 5,00 75 4.60 3750 3750 4970 5090 5030 4730 120 354 4490
35 11/04/05 4.50 77 4.40 3550 3550 4620 4820 4720 4940 200 351 4500
36 11/09105 5.00 82 6.30 3400 3400 4520 4510 45:20 4760 10 346 4500
1701 - Terry Middle School (submittal).xls
85/05/280G 13:28
'312-221-4180
LA I ; H'lUI'~l:. f"l{:; I l:.i"1 AL::,
l'i~L>L I] ,I.
LM C Lattimore Materials Company
1700 Redbud Blvd, Suite 200
McKinney, Texas 75069
972-221-4646 (main)
IlllirM.jJ.l~~~~ 972-221-9647 (fax)
~~~f!l'~€~ WW'N_lattimorematenals.com
Gradation Analysis for #57 Coarse Aggregate
ASTM C297 C33, C117, C127 & D75
Date Sampled: 28-Feb-2006 Sa'mple: 1" x #4
Bridgeport
Date ran:
1-Mar-2006
Source:
Total dry vvt:
52.76
Ibs_
Location:
Load Out
Sieve Size (in) Wt. Rat. % Ret, % Pass ASTM C33 #57
Limits
1-112" 1.500 0 0.0% 100.0% 100%
1" 1.000 0,58 1.1% 98_9% 95% to 100%
3/4" 0_750 8_06 15.3% 84.7% -
1/2" 0.500 25.52 48.4% 51.6% 25% to 60%
3/8" 0.375 34.32 65.0% 35.0% -
#4 0_188 47.58 90.2% 9,8% 0% to 10%
#8 0_094 52.16 98.9% 1.1% 0% to 5%
PAN -
100% I
I
80% -!,,,
60% ,~.~
40% .
20%
0% .
O. 10
-20% .
Sieve Size (in.)
Absorbtion: 0.86%
Decant: 0.41%
Specific Gravity: 2_68
Dry Loose Unit Wt: 91.78 Ib/ft3
Dry ROdded Unit Wt: 101.66 Iblft3
LA, Abraison: 29
LL.L1 l
I 'i.
'I I
. I! I:,
::~% Retained' i I
---- % Passing fI
. I 1-- "
. , I
86/85/2006 13:28
'::J /2-221-41I::lLl
LAI l~~~L MAIL~lAL~
I' 'f'11"';;lL~ ti ~l;'
LM C Lattimore Materials Company
1700 Redbud Blvd, Suite 200
McKinney, Texas 75069
972-221-4646 (main)
_1~~~ 972-221-9647 (fax)
_~~~~~ W'NV'J.lattimorematerials.com
Gradation Analysis for Fine Aggregates
ASTM C29, C33, C117f C128 & 075
Date Sampled~ 27-Feb-2006 Sample: Spec
~::~...:. . ..: . . .
Date ran:
1-Mar-2006
Source:
Denton
Total dry wt:
767.6
grams
Location:
Load Out
Sieve Slze (in) Wt..:Ret. % Ret. % Pass % Passing ASTM % RetaIned
C33 LImits . .. TxDQT 421
. .
3/8" 0.375 0.0 0.0% 100.0% 100% 0%
1/4" 0.250 1.6 0.2% 99.8% - -
#4 0.1 88 11.8 1.5% 98.5% 95% to 100% 0% to 5%
#8 0.094 100.8 13.1% 86.9% 80% to 1001:% 0% to 20%
#10 0.079 128.0 16.7% 83.3% - -
#16 0.047 211.5 27.61% 72.4% 50% to 85% 15% to 50%
#20 0.033 257.6 33.6% 66.4% - -
#30 0.023 336.3 43.8% 56.2% 25% to 60% 35% to 75%
#40 0.017 455.0 59.3% 40.7% - -
#50 0,012 601.1 78.3% 21.7% 5% to 30% 65% to 90%
#80 0,007 725.2 94.5% 5.5% - -
#100 0.006 744.8 97.0% 3.0% 0% to 10% 90% to 100%
#200 0.003 760.5 99,1% 0,9% 0% to 3% 97% to 100%
PAN - -
Fineness Mod.: 2.61
Sand Eq.: 85,7
Specific Gravity: 2.63
Dry Loose Unit Wt: 100.97 Ib/ft3
Dry Rodded UnitWt: 113.57 Ib/ft3
Absorbtioo: 0.86%
~b/~~!~UUb 13:~~
':1 iL-~~l-,n l:lU
~QUA:::Y
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~
DESCRIPTION
Slka AEA.15 admixtUre Is l) liquid solu-
[ion of concentrated organic mate:rlals. It
has been formulated and manufactvred
speclflc<llly to provide stable and pre.
dlctable air contents in concr€Jte, with
uniform air bubble spacing throughout
the concrete m<ltrix.
Sil<a AEA-15 mE!ets the requirements of
ASTM C.260 for air entrainIng admixtures
and AASHTO M-154
APPUCA TlONS
Sll<a AEA.15 can be used whenever air
entrained concrete Is desired. Ready-
mix. precast and block prOducers can
ail achieve optimum entrained air con-
terns, even where harsh mixes are used
or fly-ash is added to the mix.
ADVANTAGES
Air entrainment Is recognized 65 the
most effective prevention against con.
crete scaling in el<posed environments.
Air entraine:d concrete delivers partlcv-
lar benefits In the form of increased
concrete durability. This is important in
colder climates where frost and freeze-
thaw cycles can cause 5C311ng and dam-
age to the concrete surface.
Air entraining agents help to prevent
scaling by creating millions of micro-
scopic I;lirvoids. allowing water trapped In
the concrete to expand when !he concrete
(reez.as, thus preventing cracks caused by
natural expansIon. Entrsined air voids in
the concrete will alsO increase durability In
hllfsh envIronments where concrete is
exposed to deicing salts, marine sa Its and
sulfates.
Workability and placeablllty are also im.
proved by me lubricating !;lction of the
microscopic bubbles in the concrete.
Concrete will flow better, and bleedIng
and Shrinkage will be reduced because
less water Is needed 10 obtain the desired
workability.
LA I i H'lU!<L ('''li" I Lt< 1 AL:",
Sika ~ AEA-15
Ail' Entraining Admixture
. HOW TO USE
DOSAGE
Addition rates will vary depending on the air
content required for a particular project.
Typically air conten IS wUl be spcc!fled In the
rango of 4 to 8 percent by volvme. Other
factors that may affect the amount of air
entrained into the concrete Include, but are
notijmited to, cement content and type. sand
gr",d6tion. temperature and watar content.
Sil<a recommends that trial mixes be tested
whenever m!;lterjal or any other Changes
l;lre made that may affe:ct the amount of
entraIned air.
Dosage rates for Sika AEA.15 wlll typi-
cally fall between 1/4 and 1 fl. 07../100 Ibs.
(16 .65 ml/l00 kg) of cement to entrain
between 4 <lnd G percent air. High<H air
contents may be obtained by increasing
!he dosage rate.
Combination wi~h other admixtures, par.
ticularly water reducers and retard ers, will
tend to increase the amount of entrained air
In the mix. Air conlentsshould be checked
wit/ll;ln air-meter aiterbatchlngand dosage
adjustments made at the concrete plant.
MIXING
Measure the requIred quantfty per batch
manually or wIth automatic dispenser
equipment. I\cld Slka AEA-1S to mixing
water or ssnd. Do not mix with dry ceo
menl When used In combination with other
t 't"1\.Jt~
,I. ,
11/99
admixtures. care must be t",ken to dis.
pense each admixture separately Into the
mix.
PACKAGING
Slka AEA.15 Is supplied In 55 gallon (208
liter) drums <lnd bulk delivery.
STORAGE AND SHELF LIFt;
Slka AEA-15 should be stored at above
350F (zoC). If (rozen, thaw !;lnd agitate
thoroughly to return to its normal state
before use.
Shelf life when stored in dry warehouse
conditions between 500F and BOeF (10oe.
27'C) Is 1 year minimum.
I CAUTION
I
Skin and eye IrritBn~; l)void contact. The use
of NIOSHIMSHA approved respirator,
safety !)oggles and rubber gloves Is rec-
ommQnded. Avoid breathing product. Use
with adequate ventilation. Remove con.
taminated Clothing.
FlRsr AID
Wash skin with soap and wat0f. In case
of eY0 contact, flush with water for 15
minutes; contacl a physIc/en. Wf,lsh cloth-
Ing be (ore re.USe'
Cl.EAN UP
Contain and collect with <lbsorbent ma-
terial. Dispose or in accordance with
local, state and federal regulations.
TYPICAl. T>ATA FOR SIKA AEA-15 ~ ;
:
ASTM CERT1F1CA nON C-260 Air Entraining Admixtures
COLOR Brown
SPECIFIC GRAVITY g/ml 1.02 :l: 0.02
pH ;. 8
CHLORIDES % ~ 0.1
rJL,/ tJ:..,.... ...."t_ll.ll. l...."i: ~c'
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DESCRIPTION
Plastocrete 161 is a polymer-type water.
reducing admixture. Pl8~tocrete 161
contains no chlorides.
Plastocrete 161 meets the requirements
of ASTMC-494TypeAandAASHTOM194
Type A.
APPLlCA nONS
PI3stocrete 161 is recommended for use
in all applications Where high quality
concrete with supNlor workabl1lty and
normal ~etting times is required.
HOW iT WORKS
Plastocrete 161 water rt;!duGing admix-
ture provides ah economical and highly
effGctive means of reducing the amount
of mixing water required to produce con-
crete of 3 certain slump by acting as a
dispersant for the cement pl;lrticles ih
the mix.
Through this dispersing actlol1 mOf'e of
the surface ares of the cement particles
is available ror early hydration, The more
cement particles hydrated by contact
with the mixing water, the greater the
compressive strength of the concrete.
AvVANTAGES
PI~stoc:rete 161 is formulated <:IS a Type
A water redUcer to allow 7 . 10% water
reduction and maximize the beneflts of
Increased hydration In both the hard-
ened and plastic states.
BENEFITS
.to Reduced water content required to
achieve desired slump, increases.
compressive oI;lOd flexural strengths
and allows the use of more economl.
cal mixes.
... Improved paste quality makes con-
crete easier to pump and 'finish.
Li~~ I .li'."h.ll<L f"'ii--, i L: :li-1L_~'
Plastocrete~ 161
!i.,l",lL
fJ, I I.
71/99
Water Reducing Admixture (Type A)
... Consistent normal setting times through.
out the recommended dOSl;lge.
... lower water cement ratios provide
decreased permeability and increasGd
dur<:lbility.
Combl,..:atIQn with olheT Admixtures:
Plastocrt;!te 161 works effectively as a
single admixture or In combination with
other admixtures In Ule Slka System. Wilen
air entrained concrete Is specified, $Ika
recommends the use of Sika air entraining
agents.
I HOW TO USE
DOSAGE
Addition rates of 3 - 6 n. 07..1100 Ibs. (195
- 390 ml/100 kg) of cement are rGcom.
mended for general concrete applications
where normal setting characteristics are
desired.
MIXING
Plastocrete 161 is added at the concrete
plant. MeaslIrerequiredquantlty manuarly
or by automated dispenser. Add into the
sand atthe weigh hopper or into the welter
line at the batch plant.
When used In combination with other ed-
mixtures, care must be taken to dispense
each edmixtureseparately lntothQ mix. Do
110t mix with dry cement.
PACKAGING
Plastocrete 161 ;s supplied in 55 gallon
(208 liter) drums and bulk delivery.
STORAGE AND SHEJ..F.l.1FE
Plastocrete 161 should be stored at above
3S'F (20C). If frozen. thaw and agitate
thoroughly to retum to norm 31 state before
use.
Shelf life when stored in dry welrehouSe
conditiohS between 500F elnd 800F (10"C.
27ee) Is one year minimum.
; . CAUTION
Skin and eye irritaht; avoid COl1t<:lct. The use
of NIOSH/MSHA approved respirator.
sarety goggles and rubber gloves Is rec-
ommended. Avoid breathing product. Use
with adequate ventilation. Remove con.
t.sminf,lted clothing.
FIRST AID
Wash skin withsoapsnd water, Incase of
eye contact, flush with water for 15 minutes;
contact a physicIan. Wash clothing before
re~use .
Cl,EA/II UP
Contain and collect with absorbent mate.
rial. Dispose of in accordance with local.
state and federal regulations.
TYPICAL OATA FOR P1-ASTOCRETE 161
ASTM CERTIFICATION ASTM C-494 Type A
COLOR Brown
SPECIFIC GRA VITY glml 1.17 :!: 0.05
pH >8
CHI-ORIVES % <0.1
.JG/U~;~l)Ul, ~~:~t;
'j ... ~ ...:...: 1 cj 1 UU
~
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.
DESCRIPTION
Plastiment is a water.reduclng and re-
tarding admixture. Plastlment contains
no C31clum chloride or any other Inten.
tionally added chlorides.
Plestiment meels the requirements of
ASTM C-494 Types 8 and D and AASHiO
M194 Types. Band D.
APPLlCA nONS
Pl3st,iment is recommended for use when.
ever high quaillty concrete wlll1 predlct-
3ble and controlled set times is desired.
Use in fiatwork and horizontal or vertical
slipform placements where a superior
surface finish Is required.
ADVANTAGES
Plastlment Is highly e(fcctlve in hot
weather concreting to offset the .eccel-
eratlng effects of high ambient tempera-
tures by controlling the heat of hydra.
tron. COhcrete worKability Is. (mhanced
and a superior surface flnls!lls obtained.
BENEFITS
... 111 mass concrete pours PIsstiment
controls temperature rise and reduces
the rrsK of thermal cracking.
.A. 'nitisl set times sre delayed. alfowlng
time for proper placem~nt and finish.
ihg without ColCl joints In hot weather
conditions.
... Plastiment increases concrete density
aner delivers Increased early alld ulti-
mate, compressive and flexural
strengths.
Lf-11 i J.l.ka-:L {-'li-, i l~;.-_lhL.~'
Plastiment
r t ".It
1/97
Water Reduc;ng and Retarding Admixture (Types B & DJ
... for f1atINorl< applications Plastiment
acts as a finiShing aid, workability 15
improved, ble€dlng Is controlled end a
superior surface finish is obtained.
... Lower water cement ratios provide
decreased perm~abilit.Y and Increased
durability.
Combination with ottter Admixtures:
Plastlmem works effectively as a single
admixture or in combination with other
admixtures in lhe Sil<.a System. .
! HOW T,O USE
"OSAGE
Ar;h;lition rales of 2 - 4 fl. oz.l100 Ibs.
(130-26Q ml{100 Kg) cement are rec-
ommended for general concrete applica-
tions. Where extended retardation is
required dosage may beim;:re<lsed. Please
contl;lct your local Si!:a R<apresentatlve
for information and assistance.
MIXING
Add Plastiment at the concrete plant.
Measure required qvsntity menualfy or
by automated dispenser. Add Into the
sand at the weigh hopper or into the
water linG at the batch plant.
When used in combination with other
admixtures, care must be taken to dls.
pense each admixture separately into
the mix. Do not mix with dry c;emenl
PACKAGING
Plastiment is supplied in 55 gallon (208
liter) drums and bulk delivery.
STORAGE AND SHELF. LIFE
PlasUrncnt should be stored :;It soove
3Q?F (-10Cl. If frozen. thaw and a!=titLlte.
thoroughly to return to norm<ll state
before use.
Shelf life when stored In dry warehouse
conditions between 500F llnd SooF (100C-
270C) is one yeer minimum.
CAUTION
SkIn and eye Irritant; avoid contllct, The
use of NIOSH/MSHA apprQved respira-
tor, safety goggles <lno rubber gloves is
recommended. Avoid breathing produc!.
Use with adequate ventilation. Remove
contamin<lted clothing.
FIRST AID
Wash skin with soap llnd water, In Cllse
of eye contllct, flush with water for 1 5
minuteS; contact a physician. Wash cloth-
ing bMore re.use.
CLEAN UP
Contain and collect wIth absorbent mate-
rial. Dispose of In accordance with local.
state ",nd federal regulations.
I TYPICAL DA TA FOR PLAS1'IMENT tw
ASTM CERTlFICA rlON ASTM C-494 Types Band D
COLOR Yellow/Green
SPECIFIC GRAVITY glml 1.18 :I: 0.5
pH ;.8
CHl..ORl"ES % < 0.1 . .
817-831-9406 Ph.
817-831-9407 Fx.
PO Box 14509
PARADIGM
Ft. Worth, TX 76117
=rRA.FFIC SYSTEMS, INC.
Submittal Cover Sheet
TO: ROADWAY SOLUTIONS Reference: CITY OF COPPELL
2524 N. IH 35 EAST MacARTHUR BLVD @ BELTLINE RD. & BETHEL SCHOOL RD.
CARROLL TON, TX 75006 BID DUE DK 5/2/06
attn: Morrie Gamini PROJECT #: TR 03-01 A & B
ph: 972-245-2244 PT81 80# S306193
fax: 972-245-2299 Submittal Copies: 7 Sets
DATE IISLSMNI DELIVERY DATE I FREIGHT SHIP VIA I F.O.B. I TERMS I CUSTOMER PO #
5/18/2006, MF i Days ASA I PPD & Allow Best Wayl Origin I Net 30 I McArthur51506
lITEM_ NC?.d QT~! MFG.! CATALOG NO.! DES<?B!'pTIO~__.___---J
I I I i I
I 33-A Iii !VIVDS PROCESSOR SYSTEM c/o: II
I ECONOLlTE lARVH1 E Autoscope Rack Vision I
I ECONOLlTE IAMlNIHUBTS2 Mini-Hub TS2 Detector Port Master (34905G1) I
I ECONOLlTE IAISBW ZOOM Autoscope Image Sensor !
PELCO IAS-0166-4-62 Camera Bracket
HONEYWELL IAMM 9 BIW 9" Monitor
I
I 'VIVDS COMMUNICATION CABLE
i
! TRAFFIC SIGNAL Composite 8281 + 16/3 Siamese cable
j
i
26-Af26-B I
i
I
I
I
I
i
I
I
.1
i
I
i
I
Iii
i
:Hold for Release I
60 Days after Submittal Approval has been received.
OFFERED BY:
~~MAcL
Thank you again for your order. If I can be
of any further assistance please call or send a
fax to me.
i:\e:>ddata\submttis\300193V1VDS. submtcvr CAB S&H VIVOS
State-of-the-art video detection module that offers
an econom kal alternative to inductive loop detectors,
for basic intersection or freeway applications, using
a single external video detection camera.
Oescription
Autoscope@ RackVision joins the
Autoscope suite of machine vision
detection technology. The Rack
Vision vehicle detection system
delivers the same high performance
machine vision processing that is
available in the Autoscope Solo Pro.
The RackYision can be used with
AIS black and white, color or CCTV
cameras.
Autoscope RackYision™ has been
designed to plug directly into
standard US loop detector racks.
It can be easily integrated into existing
Autoscope Solo@ communications
installations. RackYision units can
be networked together simply and
automatically using built-in network
and communications software and
off-the-shelf Ethernet cables.
Benefits
. Cost-effective solutions for traffic
/..~
management.
. Field proven accuracy.
. Easy to install and configure.
. Flexibility to meet a variety of
detection and surveillance needs.
. Expanded application opportunities.
. Connect to existing black and
white or color Autoscope AIS or
CCTY cameras.
. Up to 6 RackVision units and a
power supply can easily fit into a
standard US loop amplifier rack.
. Optional enclosure for shelf
mounting.
. Features the Autoscope Wizard™.
~ 2003 Econolite Control Products, Inc. All rights reser\'ed.
Autos..:-ope and Autvscope $010 are registered trademarks
ofJmagc Sensing Systems, Inc. All other lrad~marks
are the property o[their respecli\'c owners. Econolite Control Products.
Inc. reserves th~ right to change or update these specifications at any
lime without prior no:iflcation
I/o Mapping
TS2 specifies the addresses of 4 "racks"
of 16 detector channels each, for a maximum
of 64 detectors. Unlike a TS2 Bus Interface
Unit (BlU), the Autoscope Solo Mini-Hub TS2
can emulate the function of any or ail of these
racks without any hardware adjustment.
In addition, the Autoscope Solo Mini-Hub TS2
derives 32 input cha.nnels--usuaHy 16 phases
of red and 16 phases of greeno-from the TS2
Type 0 message to the MMU. This simple input
and output mapping allows standardized cabinet
wiring and simple menu-driven programming
of the Autoscope detection system and the
controHer.
Jlstnbute-J By':
Traffic SystGms~
P. O. Box 14509
Fort Worth, TX 76117-0509
817-831-9406 fx: 817-831.940-
ola@
Easily interfaces up to 8 Autoscope Solo Pro™ MVPs
with NElVIA TS2 or 2070 Traffic Controllers. Mounts
in a standard detector card rack.
Description
The Autoscope Solo@ Mini-Hub TS2
Detector Port Master provides
a simple, reliable interface between
multiple Autoscope Solo Pro Machine
Vision Processors (MVP) and any
NEMA TS2 traffic controller. It
monitors controller phase colors
and gathers detection information
from up to eight Autoscope Solo
Pro MVPs.
The Autoscope Solo Mini-Hub TS2
is a single-card device that can stand-
alone or slide easily into a detector
rack. Its advanced, microcontroller-
based communication circuitry passes
real-time detection states or Autoscope
traffic alarms to a TS2 Type 1 or Type
2 traffic controller. The inputs and
outputs of the Mini-Hub TS2 are easily
configured from a PC using the
Autoscope Solo software suite.
Status indications show the operational
status and health ofthe Mini-Hub TS2
and the networked Solo Pro MVPs
connected at the Autoscope Communi-
cations Interface Panel (ACIP).
The Mini-Hub TS2 and the ACIP
together form a single point of
maintenance for the Autoscope Solo
detection system in the cabinet by
providing connection for a laptop
computer and optional video monitor.
The Autoscope Mini-Hub TS2 inter-
faces Autoscope Solo Pro MVP
detector outputs to the Port 1 SDLC
serial bus of all TS2 cabinets. It is suit-
able for a11 Autoscope Solo detection
system in all TS2 Type 1 cabinets,
all TS2 Type 2 cabinets and in TS 1
cabinets with Econolite's ASC/2
series controller.
Benefits
. Superior value when compared
to other detection systems.
. One Mini-Hub TS2 serves up
to 8 Solo Pro MVPs.
. Saves valuable time merging video
detection into existing traffic cabinet
systems.
. Provides the superior capabilities
ofthe Solo Pro MVP to standard
and innovative detection applications.
. Reduces maintenance and trouble-
shooting of detection system in
cabinet.
II3 w ~OC7 Yl1
Color, a zoom lens, easy setup,
and optimized traffic performance accuracy
in an econom lcal Autoscope In1age Sensor.
Description
The Autoscope@ Image Sensor, is
a high resolution, color image sensor,
especially optimized as a video source
for the Autoscope stand-alone MVP
(machine vision processor) product
suite.
The Autoscope Image Sensor produces
consistent video quality in all weather,
lighting, and traffic congestion levels
common to the traffic industry. The
image sensor has high sensitivity
for accurate vehicle detection at night
and other times of low light levels.
The solid-state design provides maxi-
mum hardware reliability and con-
sistent 24-hour operation. The color
image sensor minimizes streaking
and blooming from bright light sources
like headlights and wet pavement
that could adversely affect detection
performance.
During setup, the 22x zoom auto-iris
lens quickly adjusts to a field of view
best suited for the detection objectives.
A coax modem used vvith a laptop
computer adjusts the zoom. Control of
the zoom is over the coax cable, thus
t ~n~imizing the num bel' of wires lip the
pole.
A sealed and optionally pressurized
barrel protects the image sensor against
the demands ofthe outdoor environ-
ment. An adjustable weather shield
helps minimize rain, snow and ice
on the heated faceplate, reducing
glare and improving video contrast.
Rotating the barrel helps improve
detection accuracy.
A variety of available mounting
brackets allow easy installation
of the Autoscope Image Sensor on
existing poles, mast anns, or other
structures. The unique bracket design
speeds installation by minimizing
loose parts and eliminating steps
in the setup process.
Benefits
. Flexibility of application.
. Reliable detection performance.
. Ease of installation and
cost-effective maintenance.
. Light weight.
. Uses standard AIS cables.
Color Zoom AIS
The Autoscope Image Sensor outputs color
vidco as a source for Autoscope stand-alone
processors.
-340C to +600C.
-400Pto +140oF.
Humidit:Yl..irnits
. Up tdJOO%relatlvehun1idityper
MrL-E~5400T paragraph 4.3.24. . ...
Opti6risH
. Video output.
. Power source, . ... .
. Sealed or pressuriz.edenclosllrc.
Warranty
. Two-year warranty.
. Extended warranty available
(5-year wananty package).
Product Suppc::rr"t;
. Product support & training by a team of
trained Autoscope Technical Support
specialists.
Coax Modem plugs into the coax cable al-
adjust the lens
prior
.. . ~ .:. CAM'E~ MOUN~INGS. . .
~ I~ ~ ,A!itrD-UraE:
------::--:::----------------_.
11
ITEM 1-4 OPTIONS
TUBE LENGTH:
23",37".46", or 74"
BAND LENGTH:
29",36",42",48", or 56"
STAINLESS UPGRADE
PAINT
05/11/05
ITEM
DESCRIPTION
PART NO.
VIDEO DETECTION CAMERA BRACKET
Extended Tilt & Pan, Stellar Series:
Band Mount, 1-Piece .................................................................. AS-0170
Band Mount, 2-Piece .................................................................. AS-0172
Band Mount wI Service Wire Outlet, i-Piece ............................ AS-0177
Band Mount wI Service Wire Outlet, 2-Piece ............................ AS-0173
Cable Mount, i-Piece ................................................................. AS-0175
Cable Mount, 2-Piece ................................................................. AS-0169
Cable Mount wI Service Wire Outlet, 1-Piece ........................... AB-0166~
Cable Mount wI Service Wire Outlet, 2-Piece ........................... AS-0164
ASTRO-BRAC CLAMP KIT, Stellar Series:
9 Band Mount ................................................................................ AS-3004
10 Cable Mount ............................................................................... AS-3009
CAMERA MOUNTING BRACKET:
11 1-Piece, Alum. ............................................................................ SH~0514
12 2-Piece, Alum. ............................................................................ SH-0515
Notes:
1. All assemblies are supplied standard with stainless steel
fasteners. Stainless steel upgrade shall include stainless
clamp screw kit where applicable.
2. 1-piece bracket for mounting Iteris, Odetics, or Econolite
Solo Pro type cameras. 2-piece bracket for mounting Burle
type cameras.
3. Please specify options when ordering.
ITEM 5-8 OPTIONS
TUBE LENGTH:
23",37",46", or 74"
CABLE LENGTH:
62", 84", or96"
PAINT
PageT5-1
A\l\lli - lloney\\\.'ll \ ideu ~Y:-'lel1b
AMM9
. Ordering Information
. Product Literature
9-inch Monochrome Monitor
Honeywell Video's AMM9 is a compact, high quality 9-inch monochrome monitor that is ideal for
surveillance applications where single camera viewing on dedicated monitors is a requirement. 1
features a sturdy housing and delivers sharp images with over 800 TV lines of resolution, Unlike
monitors, it has convenient recessed front panel controls making it easy to set up and adjust. wi'
movement caused by accidental contact
Installers can easily switch between EIA and CC1R video formats, An illuminated green LED bes
button confirms that power is being supplied to the monitor. The monitor features a latching pow
remains in its set position - either on or off - eliminating the need to turn the monitor back on in
power loss.
The AMM9 has a composite BNC connector with looping output. The BNC connectors are auto j
eliminating the need for installers to set termination switches when using for loop-through video.
The AMM9's compact size and attractive styling are ideal for rack mount use or in areas where space is a premium, Honeywell Video's
easily rack mounted using an optional single rack mount kit (AMM9RK1), or a dual rack mount kit (AMM9RK2).
Features:
. >800 TVL (at center)
. Convenient recessed front panel controls
. Heavy-duty metal cabinet
. EIA or CCIR selectable
1\\ Video loop-through with automatic termination
. Latching power switch
. Single or dual rack mountable
Ordering Information
Part No. Description
AMM9 9-inch Monochrome Monitor
http://www.honeywellvideo.com!
Oistributed By:
PARADIGM Traffic Systems, Inc.
P.O.Box14509
Fort Worth! TX 76117-0509
817..as1~9406 fx~ 817~8S1.,9407
100% SWEEP TESTED 1MHz TO 1GHz
75 Q Precision Video Coaxial Cable/ Double Braided RG 59/U Type
20 A WG SOLID BC
-~~~~.~{
1 ST COMPONENT
t~
20 AWG
Solid BC
10.2 QlM'
33.10Jkm
Solid Polyethylene
.198'
98% TC X 2
1.1 QlM'
3.60Jkm
Polyethylene
.035'
Black
.304'
20.9 pFIft
68.T pFlm
6T%
75Q
1 0.14 0.46 135 2.58 8.46
3.58 0.47 1.54 143 2.62 8.59
5 0.54 1.77 180 2.79 9.15
7 0.62 2.03 270 4.36 14.30
10 0.68 2.23 360 4.98 16.33
67.5 2.02 6.63 540 6.68 21.91
71.05 2.10 6.89 720 7.82 25.65
100 2.50 8.20 1000 9.18 30.11
2 ND COMPONENT
159PVCC-OO
UL: nfa
CSA: nfa
PE
.030'
+1- .005'
BLACK
.592"
+1- .005'
59.86 LBSIMFT
168 LBSIMFT
PRINT LEGEND: 159PVCC-OO TRAFFIC CONTROL CABLE 16-3C 600VfPREC/SION VIDEO "DIR BUR" "SUN RES" MFG BY ISOTEC
[(crP+,' c.
5/q pJ1f!~
>'J Iter I
Cqtle-
Distributed By:
PARADIGM Traffic Systems, Inc.
P.O.Box14509
Fort Worth I TX 76117-0509
817-831-9406 fx: 817-831-9407
Shipping Toterance: +1-10%
Length Tolerance: +1- 10%
RandomlOdd Length Tolerance: May ship up to 15% of order total on randomlodd lengths.
Isotec makes every effort to provide accurate specifications. Printing errors are subject to
correction. Standard product specifications are subject to change without notice.
Contact your Isotec sales person for current specifications.
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STR0NGWELL
PRODUCT TEST REPORT
Vertical LDad Test-Texas DOT
Part No: PG 1324HA
PG1324BA12
Performed by:
WLI
Size:
13" x 24" x 12"
Date: July2i,1998
Location: North Miami, FL
Weight:
92.3 Pounds (Box and Cover)
GENERAL
The purpose of this test is to detennine if the PG 1324HA Quazite@ cover can safely
withstand a minimum vertical test load of 22,568 pounds (the design load of 15,000
pounds multiplied by a safety factor of 1.5) and not exceed 0.500" deflection at the
design load of 15,000 pounds. The testing procedures used were those specified in thi .
Strongwell Quality Assurance Manual, Method 4.0, which were adapted from the
Western Underground Committee Recommend Guide 3.6, "Non-concrete Enclosures".
Specific details and numerical results of the test are on file at Strongwell's Engineering
Department.
Unless noted in the test results, the parts are representative samples of normal production
operations using standard Strongwell manufacturing procedures, processes, and
materials.
PROCEDURE
In conducting this test, the cover is placed in a PG1324BA12 Quazite@ box, then
positioned on a rigid test frame. The load is applied through a 10" x 10".x 1" steel
distribution plate over a rubber pad. The distribution plate and rubber pad are centered
on the cover. The box and cover are then centered beneath the Enerpac 50,000 pound
load ram. A preload of 500 pounds is applied and then released to seat the distribution
plate. Loading is then increased until failure of the test specimen occurs or the ininimum
"~tic test load is achieved. Failure is indicated by the specimen's inability to withstand
,'im increase in load.
-----.~...~---.
Lcnoir City Division
3621 Industrial Park Drive
lcnoir City. TN 37771 USA
phone (423) 986-9726
FAX (423) 986-0585
hrrp:/lwww.srrongwell.com
..
SPHERICAL BEARING
SWIVEL HEAD
1 0 X 1 0 X 1 TH K
STEEL PLATE
12 X 12 X 1 /2
.RUBBER BACKING
PLATE
LOAD RAM
..i-
.'
F:~gure 1. Cover test apparatus and configuration.
RESULTS
The PG1324HA covers sustain a minimum vertical test load of 22,568 pounds with no
structural damage and do not exceed a deflection of 0.500" at the design load of 15,000
pounds.
CONCLUSION
The PG 1324HA Quazite@ covers meet the stru~l requirements for use m areas
subject to pedestrian and occasional non-deliberate vehicular traffic.
This report was written by: ~ ~
Eric Slater I ~
1/03/2000
This report was reviewed by: 7- m~::;;::> ~~
F, Matthew Schwemberg, P.E.
1/03/2000 '
I
I
13 :3/4
(349]
\
2:3 i,:.i
I (5901 I
13/4 I, 19 3..1 -----1 \
('14J -\' r- (502] I \
1 3/4, .
(44] l I I
=+:1 "
-r - J ~" SKID RESISTANT
I SURfACE MS-86
lf2J6'] = ILOGOI
2X 1/2 13J X 4 (102J PULL
; L_ , __ ____ 'T" ~SLOT wi "1" 1'1 erR PIN
/ 2X 05/8 {16] THRU HOLS
QUAZlTI: LOCO _ WI 01 1/4 (32J X 1/2 (13] .
DP C'SORE
-r-i
2 .
(51) -
/.//'~
/ _0--< ~'
~/?~
llil.IE.S
1. Loce TO BE SPECIFIED:
2. fUP.NISHE~ IV/ (2) 3i8-16 UNC X
2 1/2 [6.1] LONC HEX HEAD
BOLTS AND (2) 3/8 (10] F'LAT
WASHERS,
3. TH IS CO ';ER IS RATED ,0 it A S7 A TIC
DE:Siml LOAD OF \5.000 Las. [65.720 ?'j
OVER A 10 (25.1J X 10 [25.1) A"SA
AND MUST PASS A MIN. STATiC ES7
LO..\O Of 22.568 Las (tOO.382 ~q,
.1. DH~WS!ONS IN BRAC::E7S Ail:: ,ISTR:C
EQUIVALENT
....1.1,. ~N:<;.IQ"''S ....'eN 'H':"'':> I,:H\.C'::S ()l)O'!.....~' <;'"~-::r.(~
sT3-q~g'~u... \ .:: i
:;'7-:-:::'';:7;": ;::.: ~ I ' i
o \' .CO "'.
QUAZl,;:
COVER I ..r- ;
1"- 0. _...t'"'
?':::::ZHI-xCO
JAN. '26.2004 10: 07AM
NO. 7729-P. 3
817-213-1509. GRAYBAR. DALLAS. COMM
,
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.~:.~;:.1j~::':~:'::~;t::::~~:Rioi(r:Nonmeblllic Coiiduit?r'.:i~: Plus '40~':aIid prus 80~:?~:' :;><.:>:.~.~~,.:~.:~.
''':~~f:~~"J.t~I'~;~~:~~.~~:::.:;.;:~~::, ::"'~ ~):.::.;':...;......,...,...f....:;:.....J...t..... ....~ >~I"" ..... ...-:~4:"............i~~::.:~:\~:.:.,.~'rl~: ~":...:~_:~~~~ ....... I:........... ~:.!tt:.h~.:,1.~:.:~:~...::.~.~~.~....r~:~..~.; "'~~;"'~~"'....
Carlon Plus 40@ Rigid PVC Nonmetallic Conduit oc~
(Heavy Wall EPC) ~~~
Usted for underground applications encased in concrete or direct burial. Also for use in exposed or concealed applications
aboveground. · Sunlight resistant · Rated for use with 90'( conductors · Superior weathering characteristics
Plus 40~ Heavy Wall
~
With. Iritegral Bell*
~
@
umn
85297
Part No, Nom, Size I Std. Crate Qty, wt, Per Dimensions
10' I 20' 10' 20' 100' 0.0. J.D. Wall
49095-010. . 1/2.~ . 6000' 17- .lt4O . .622 ..t09
49007-010 49007-020 3/4" 4400' 8800' 23 1.050 .824 .113
4,90Q&OtO." .~'49008-CZ9.: ,; .:' ,t": ".';' 360~t'. ,. 7200' ,,;:W' "'::iJi-s toW ..t~3 .--
49009-010 49009-020 11/4" 3300' 6600' 46 1.660 1.380 .140
49010:.010' . 49010:.029' :.i 11/2" " ". 2250/ ,4500' . .55 1:900, 1.61'0 J45 .
49011-010 49011-020 2" 1400' 2800' 73 2375 2.067 .154
4901Hto . 49012..()20 ~112'. 'S30~ 1"869' 124 . .2,875 . ,2,469 .lO3
49013-010 49013-020 3" 8aO' 1760' 163 3.500 3.068 .216
49<l14-010 . 49014-020. '. 3'1l~ 630' .1260' 196' 4,000 3.548 .226.
4901 S.Ol 0 49015-c20 4" 570' 1140' 232 4.500 4.026 .237
'49016;010'., . 4901.6-02Q :'..: '5" : . .' 380' 760' 31'5 . S.~63 5.041 .158
49017..()10 49017-020 6" 260' S20' 409 6.625 6.065 .280
R.i9id nonmetallic Oloouit Is nollllally supplied WI mn<brd 10. ~~ wilfi OM beUe<! end per length. f<< spedlk reJUj(~~ms. it may be
produced in leng1hs sho<<er or longer 1llan 10', with or wf:hout belled ends.
Carlon Plus 80@ Rigid PVC Nonmetallic Conduit
(Extra Heavy Wall EPC-80)
Usted for use in aboveground and belowground applications that are subject to physical damage.
. Sunlight resistant . Rated for use with 90'( conductors · Superior weathering characteristics
· For use in areas subject to physical damage
Plus 80~ Extra Heavy Wall
With Integral Ben*
Part No. Std. Crate Qty. I Wt. Per Dimensions
10' \ 20' Nom. size 10' 20' 100' 0.0. j J,O. Wall
49405.Ql0 ,- , . ": 1/2" . .. 6000' '-. 21 ' .8'40 .546 '.147 :
49407-010 - 3/4" 4400' - 30 1.050 .742 .154
, 49408~010 .. - ' , ~." .' 3600' - .. .~ 1~15 .' .957 . .179
49409.010 - 11/4" 3300' - 60 1.660 1.278 . .191
.4941(}{)10' .494tO..oZQ. , , li/~' . 22S0' , . 3600' . .72 ':1':900 1.500 100 .:
49411.010 49411-C20 2" 1400' 2800' 101 2375 1.939 .218
49412-010 4941 J:.{lZq .: Z1f2~ 930' . : .188Q 154 .2;a75' "2323 176 :
49413-010 49413-020 3" 880' 1760' 210 3.500 2.900 .300
494.1 5-0 t 0 . 49415~02Q . 4"':: 570' . 1140' 303' . '4.500 : 3.826 '. .337
49416.010 49416-020 5" 380' 760' 428 5.563 4.813 375
.49417-010 . : 49~1:!,020:.': I.. . '.' ~_~_.: 260'. ';. 520' ., .533....: . ~,6i?::"5J6.).. 4.32..'
,. -.' ........ ." ....-.. .., . , . .~..
Rigid nonmetailk cnnduit Is nonnaliy supplied in st3ndard 1 O'lenrnhs. with one belled ~nd per leng;h, for s~ecific r~qulr~ments. it may Je
produced in lengtns shorter w longer rJJ,n 10'. wi1h or wllhoU1 belled end>.
.....
Use Schedule 40 Fittings with
M~de jnS8~ied b/l~r1~0b%~di;~tfrq~ t?8~uit.
Notes: 1. Spedal firting> and conduit sizes wlll be quoted on request
2. DON'T FORGET TO CHOm CEMENT.
3. Carlen reserves me right to ship to the nearest unitized quanlirr
4
www.<:.a(lo(1.~om
. 'JAN 26.2004 10:01AM
S1i~2i3-15~9. G~AYBAR. DALLAS. C?MM
NO. /729-i. 5
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~.~; ~:..:~~!.~~:.:.:'..~;~!~:1:i;,~~.1~'!.~~>::,~:. Riuii.tN'onmetallic 'Colidlllt.;';,;:;, ElbO\VS . ., .' .......;':....~ :....:. ,~ ;. ..~: '::'; . :..':
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..
Schedule 40 Elbows Special Radius
Plain Belled \ Plain End ~ EM
&ui End Nom. Radius Std. std.
Part No, Fart No. Piam. Qn.} etn. Qty. etn. Qty,
~
Segment
90' Elbow
~
W~
,
,
llA~<1.'
UA90f
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UA9HM - 31/1' 48" 1 1
UA9DN UA9IlNl'l . .4' 24' : ,1 . l.:
VAsEN UA9EN8 4' 3Q' I I
uA9F<< UA9FNB 4" 36'. 1 1
UA9HN UA9HNB 4' 48. 1 ,
UA91H UA9INB I ".4' . SO" '1, .,,'.
UA9JN - 4' 72' 1 ,
U4SEl' lJA9EPB S' 30", ,. . 1."
UA9fl' UA9fPB S' I 36' 1 1
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llA91? VA91P8 S' 60' 1 1
UA9FR UA!JFRB 6~. 36'. 1. \ .
UA9HR UA9HR8 5" 48' 1 1
\lA91R UA9lRB 6" I 50' 1 1
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1JA7m' lfA7tN& 4' 3il' ' 1 1
llA1FN VA7fNa 4' 36' , 1
UA7I1N' '.UA7HNB ' '" AS. 1.. " .
- llA7IlNB 4" 120' ., 1
Uf\1SN UA'lS1J8. : 4" 150' 1. -
\lA7EP lIAmB S' )0' 1 1
lJA1fP : i4\mB S" . : 36' 1 '1
UA7HP UA7HPB 5' 48' 1 1
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NO. 7729-P. 6
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Plain Bell~ PlaUl End Se!lell t1ld
End End Nom. Radius Std. Std.
Segml!l1t Part No. Part No. Diam. (in.) etn. Qty. an. Qty.
30. Elbow '\IA9a - . ,i" 1,8' . 1 .. . -..'
~ UA60J UA6OJ6 r 24' 1 1
IJAGFJ lJAOFJB 2" . 36' ,'I" 1. ,
UA6HJ UA6HJ6 2' 48' 1 1
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UA6D1. UA60tB 3' 2d' 1 1
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UA6Hl liA6HtB 3' 48' 1 1
lJA6DM '- J112' ,24' 1 ,-
. UA6fM - 31/2' 36' 1 -
UA6liM '- '31(z" '~', 1 -
UA60N - 4' 24' 1 -
UA.6fN UAGFN8 '4' '36~ l I,
UA6llN UA6HN6 4' 48' 1 1
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End End Nom, Radius Std. Std.
Segment Part No. Part No. Diarn. On.) Ctn. Qty. Cm. Qty.
11114" Elbow UA30J UA3018 Z' l4' . 1 .25 '"
UA3FJ UA3fJ8 2' 36' 1 1
UA:IU - l' 48' .( - '.
\JA3HK - .2'11' 48' I -
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1JA30L lJA3l)l.8 3' 24-" i ' I ,
\JA3F1. - )' I 36' 1 -
UA3Hl - l' 48~. 1 ' , . -
UA3DM - 311l' 24' I -
l.1A3HM ~ Nz' ' 43" .1 . , -
lJA30N UA30N8 4' 24' 1 1
lJA3ffi UA3rns 4' 30' , '1 1'. '
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I Plain Belled Plain End ~ned End
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Segment Part No. !>art No. Dlam. (In.) CIn. Qly. CIn. Qty.
22'/2' Elbow UASff \ .';" I' oo '3(1.' 1 '-
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UASEJ UA5EJ8 2' SO' I I
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UASHJ - r 48' 1 -
UA~J - i' ' '300' 1 -
000: - 2'11' 18' I -
. UASDK - ' 2112' ' 1.4' .1 -
UA5EK - 21/2' )Q' 1 -
UASfl\ , - 2'fl' 36( , I - ,
UA5HK - 21/1' 48' 1 -
tlA.5a. bAsa.a ,J~ '18' 1 1
UASCl. OO0la )' 24' 1 1
. OASEL UASEl.B )' .30' 1 t
UASFl UA5FlB 3" 36' 1 1
UASHt - V ; ',48,.' I . -
lJASVI. - 3' 300' '1 -
,UA5OM - 3'h" 24: ' 'I -
UASEM - 311z' 30' I -
IlASFM - '3.fI1" ~' . 1 .'
UASHM - 31h' 48' 1 -
UASDN tlASON8 , 4'" . 24~ , ' 1 ,I
tlA.5EN UA5ENB 4' 30' 1 1 -
UA.5rnoo lJASrna oi' 36' t 1
UASHN tlA.5HN8 .(' <\8' 1
UASili . - '.f" w' "I
UASSN. UASSNB 4' ISO' 1
- '\JA5UNO: ' , 4~, 440' . '1
- UASVN8 4' 300' - 1
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VA5EP ,lJASEPIl 5' 30' 1 1
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UA5Fi1 1lASFR8' ' 6' J6! 1 1
1JA5HR tJA51iRB 6' 48' 1 1
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TRAFFIC SIGNAL
IMSA 20..1
STRANDED CONDUCTOR
Polyethylene Insulation
Polyethylene Jacket
7'5D"C, 600 Volt
APPLICATIONS:
For use in signal systems, and approved for
installation in undersground ducts or as aerial cable
supported by a messenger.
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SPECIFICATIONS;
1. CONDUCTORS: Bare stranded annealed copper, conforming to the requirements' ~f
ASTM-B-3, latest edition.
2. INSULATION: The insulatiol} compound bef9re application to the conductors is heat-
stabilized polyethylene, conforming to the melt-index requirements of ASTM 0-1248, 65T.
Class B. Grace 4. After application to. the conductors, the insulatjon meets all
requirements of the latest IMSA Specification No. 20-1 when tested in accordance with
ASTM D-1351, latest edition, and D-470, latest edition.
3. ASSEMBLY: The insulated conductors are laid up in compact cable form, and bound with
a spiral wrap of moisture-resistant tape applied to lap at least 10 percent of its width.
4, OYERALL JACKET: High molecular weight polyethylene. meeting the requirements of
ASTM 0-1248, 65T, for Dielectric Material, Class Cf Grade 5, .J3.
5, STANDARDS: The completed cable meets or exceeds latest IMSA Specification No. 20-1..
6. TEMPERATURE: 750C
7. VOLTAGE; 600 Volts.
Overall
Conductor Number InSUlation Jacket Nominal Approximate
Anixter Size of Thickness Thickness O,D. Weight Lbs,
Number AWrs Conductors IN IN iN 1000 Ft.
2G-1402 14 2 .026 .045 .350 '77
2G-14()3 14 3 .025 .045 .$70 90
2G-1404 14 4 .025 .045 .400 109
2G-1405 14 5 .025 .045 .430 129
2G-14Cf6 14 6 .025 .045 .465 156
2G-1407 14 7 .025 .045 .470 168
2G-1408 14 8 .025 .045 ,$00 189
2.G-1409 14 9 .025 .060 .610 212
.2G-1410 14 10 .025 .060 .610 250
2G-1411 14 . 11 .025 .060 .610 268
2G-1412 14 12 .025 .060 .630 284-
2G-1414 14 .14 .025 .060 .670 323
2G-1415 14 15 .025 .060 .680 340
2G-1.419 14 19 .026 .060 .740 424
2G-1424 14 24 .025 .080 .890 523
2G~1202 12 2 .030 ,045 .410 101
2G-1203 12 3 .030 .045 .430 122
2G-12.04. 12 4 .030 .045 .470 161
NOTE: Other conductor counts are available uPOf.1 request.
~Anlxtl1r Ine:. '~9S
19-7
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T FFIC SIGNAL
IMSA20..1
STRANDED CONDUCTOR
Cont8iliiued
'.
Polyethylen~ insulation
polyethylene . Jacket
75'C, ~oo V91t
Overa.1I
Conductor' Number Insulation Jacket N minal Approximate
~i;z;e Thicknes$ Thickn!*is .0.
Anixter of Weig~t lbs.
Number AWG Conductors IN IN IN 1000 Ft
2G-1205 12 5 .030 .045 510 188
2G~12G6 12 6 .030 .000 580 240
2C-1207 12 7 .030 ,060 590 258
2S-12OS 12 8 .030 .060 610 2.95
2~i200 12 9 .030 .060 7$0 $25
2C-1~1D 12 10 .0$0 .060 730 371
2G..,21l: 12 11 . .030 .060 730 398
2G-t212 12 12. .030 ,060 750 423
2'G-1214 12 14 .030 .000 790 483
2G-~2i5 12 15 .030 .060 805 495
2G-iZ19 12 19 .030 .080 925 65Q
2G-1224 12 24 .030 .080 1060 820
NOTE: Ot~er conductor counts are available upon request.
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600 Volt Copper
Sfundards:
l)L 44, ICEA S-9S-65S1NEMA Wo-70
Fooerall.lpec A-A-59544
90' C WetJDry
Sunlight resistant
-40" Crated
Description: Applications:
Single coppBr conductor. stranded, insulated witn moisture and Type XHHW-2 is suitable for wiring in raceways, conduit, etc. The
heal resistant, cnen'lically cross-linked polyethylene insulation. applications include general pu~e wiring for power distrib1Jtion
Temperature rating 90. 0 in wet Or dry applicalions. eotol'S av~il. and branch circlJilwiring In residen~al. industrial and comn'lercial
able. buildings. Also suitable for l.l~ in low leakage cifCl.lits raquiring a
dielectric constant of 8.S or less ror hospital grade upon request
Size Insulalion Nominal Approj(. Net Ampacity"'
AWi3 $lrand Diameter
or (no.) Thickness Overall Weight 90.C
MCM (mUs) (inch) per 1000 teat (Ibs.) WetJDif
14 7 30 .1$9 18 3St
12. 7 30 .158 26 40t
10 7 30 .'82 40 55t
8 7 45 242 66 80
6 7 45 .280 100 105
4 7 45 .328 152 140
3 7 45 .355 185 165
2 7 45 .$89 234 190
1 19 55 .434 290 220
1/0 19 55 ,473 361 260
2/0 19 $5 .517 450 300
3/0 '9 55 .567 56' 350
4/0 19 55 .623 701 405
250 37 65 .713 846 455
300 37 65 .759 992 505
350 37 65 .819 1168 570
400 37 65 .858 1327 615
500 37 65 .95' '646 700
600 61 ao 1_053 1966 780
750 61 80 1.166 2470 aS5
'Per NECoTable :310-17.
Th& overcurrent protection tor item$ marked with M obelisk (t) !5h~11 nc:ot exceed 15 an'Ip~ for 14 AWG. 20 $.mps for 12 AWG., and
30 amps for 10 AWG. per NEe 310-17 footnote.
NOTE: The data shown is approximate and SUbject to standard ind1.lstry tolQrances. 2000
Phoenix, AZ
877-623-9473
7
www.servioewire.com
Culloden, WV Houston, TX
800-624-3572 800-231-9473
Pittsburgh, PA
800-778-9473
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BARE WIRE: 7 WIRE CONCENTRIC-LAY
Stranded conductor is normally used in electrical applications where some dgree of f
either in installation or se-rvice. An application with a greater amount of expected ser
use a conductor with a larger number of wires and smaller individual wire diameter te
conductor size as compared to a lesser flexing application.
Some of the stranded conductor types manufactured by Republic Wire, Inc. are:
. CONCENTRIC: A conductor constructed with a central wire surrounded by on
helIcally laid wires. The direction of lay is reversed in successive layers and 9
increase in lay length for successive layers.
. ASTM standards provide for fNe classes of concentric strand: Class M is thE
and Class D the finest. Concentrio conductors are available only In the specif
necessary to make up the construotion in concentric layers. These numbers ~
Larger wire counts are possible, but are not in normal use and are not covere(
':;jf;i!P~:n. ,
.,l~!l:,f!Y;.i.'1 ,.",.,
,;.;.)1~,~ ~n~-
ASTM Standards B 1, 82, B3, 88
STRANDED BARE COPPER CONDUCTORS
SIZE. (AWG} NUMBER & WIRE: SIZE AREA (CIRCULAR AF
(INCHES) MIl.S)
4/0 7 X .1739 211,688
3/0 7 X .1548 167,741
2/0 7 X .1379 133,114
1/0 7 X .1228 105,558
1 7 X .1093 83,625
2: 7 X ,0974 66,407
$ 7 X .0868 52.7$9
4 7 X .0772- 41,719
6 7 X .0612 26,218
8 7 X .0486 16.533
The above data is approximate and subject to normal manufacturing tolerances.
http://republicwire.comfBareWire7WireConcLay.htro
02/0612006