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<br />8F12-05/IT 8F12-05/2T &F12-15AT 8F12-15/2T SF20-05/IT 8F20-05/2T 6F20-15/1T 6F20-15/2T SF28-05/IT 8F28-05/2T 6F28-15/IT SF26-15/2T
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<br />SF16-05/1T SF16-05/2T 8F16-15/IT SFI(o-15/2T SF24-05/IT 8F24-013/2T SF24-15/1T SF24-113/2T SF32-05/IT 8F32-05/2T SF32-15/1T SF32-15/2T
<br />FW1
<br />8RU6
<br />8RF6 - 05/IT
<br />8RF6 -05/2T
<br />8RF6 -15/1T
<br />8RF6 -15/2 T
<br />Nam mn"n
<br />NWA
<br />8RF10-I5/2T
<br />8" LINTEL SECTIONS
<br />OWN ME
<br />Ems
<br />0 0
<br />NON MEN
<br />mom E mom 0 0 0 M
<br />"V
<br />ii
<br />U1W
<br />8" RECESSED LINTEL SECT IONS
<br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />T
<br />LENGTH YPE
<br />8U8
<br />8F8—OB
<br />BF12—OB
<br />8F16-0B
<br />8F20—OB
<br />8F24—OB
<br />8F28-08
<br />8F32-08
<br />8F8-1B
<br />8F12-18
<br />8F16-1B
<br />8F20-113
<br />8F24-18
<br />8F28-16
<br />8F32-113
<br />2'-10' (34') PRECAST
<br />2231
<br />3069
<br />4605
<br />5113
<br />7547
<br />8974
<br />10394
<br />11809
<br />3069
<br />4605
<br />6113
<br />7547
<br />8974
<br />10394
<br />11809
<br />3'-6" (42') PRECAST
<br />2231
<br />3069
<br />3719
<br />5163
<br />6607
<br />8054
<br />9502
<br />10951
<br />3069
<br />4605
<br />6113
<br />7547
<br />8974
<br />10394
<br />11809
<br />4'-0- (48') PRECAST
<br />1966
<br />2561
<br />2751
<br />3820
<br />4890
<br />5961
<br />7034
<br />8107
<br />2693
<br />4605
<br />6113
<br />7547
<br />8974
<br />10394
<br />11809
<br />4'-6" (54") PRECAST
<br />1599
<br />1969
<br />2110
<br />2931
<br />3753
<br />4576
<br />5400
<br />6224
<br />2189
<br />4375
<br />6113
<br />7547
<br />8672
<br />10294
<br />11809
<br />„
<br />5 -4 (64) PRECAST
<br />1217
<br />1349
<br />1438
<br />1999
<br />2560
<br />3123
<br />3686
<br />4249
<br />1663
<br />3090
<br />5365
<br />7547
<br />7342 s
<br />8733 u
<br />10127„
<br />5'-10" (70") PRECAST
<br />1062
<br />1105
<br />1173
<br />1631
<br />2090
<br />2549
<br />3009
<br />3470
<br />1451
<br />2622
<br />4360
<br />7168 pe
<br />6036 ,9
<br />7181 ,9
<br />8328
<br />6'-6" (78") PRECAST
<br />908
<br />1238
<br />2177
<br />M80
<br />3031
<br />3707
<br />4383
<br />5061
<br />1238
<br />2177
<br />3480
<br />5381
<br />8360
<br />1039004
<br />8825114
<br />7'-6" (900) PRECAST
<br />743
<br />1011
<br />1729
<br />2632
<br />2205
<br />2698
<br />391
<br />3685
<br />1011
<br />1729
<br />2661
<br />3898
<br />5681
<br />8467
<br />6472 qa
<br />9'-4" (112') PRECAST
<br />554
<br />699
<br />1160
<br />1625
<br />2564
<br />3456
<br />2818
<br />3302
<br />752
<br />1245
<br />1 1843
<br />2564
<br />3486
<br />4705
<br />6390 ,
<br />10'-6" (126") PRECAST
<br />475
<br />535
<br />890
<br />1247
<br />2093
<br />2777
<br />2163
<br />2536
<br />643
<br />1052
<br />1533
<br />2093
<br />2781
<br />3643
<br />47541�y
<br />11'-4" (136") PRECAST
<br />362
<br />582
<br />945
<br />1366
<br />1846
<br />2423
<br />3127
<br />4006
<br />582
<br />945
<br />1366
<br />1846
<br />2423
<br />3127
<br />4006
<br />12'-0" (144") PRECAST
<br />337
<br />540
<br />873
<br />1254
<br />1684
<br />2193
<br />2805
<br />3552
<br />540
<br />873
<br />1254
<br />1684
<br />2193
<br />2805
<br />3552
<br />13'-4" (160") PRECAST
<br />296
<br />471
<br />755
<br />1075
<br />1428
<br />1838
<br />2316
<br />28M
<br />471
<br />755
<br />1075
<br />1428
<br />1838
<br />2316
<br />2883
<br />14'-0" (168') PRECAST
<br />279
<br />424
<br />706
<br />1002
<br />1326
<br />1697
<br />2127
<br />2630
<br />442
<br />706
<br />1002
<br />1326
<br />1697
<br />1 2127
<br />2630
<br />14'-8" (176") PRESTRESSED
<br />N•R.
<br />IR
<br />NR
<br />NR
<br />51
<br />NR
<br />58
<br />783
<br />1370
<br />1902
<br />2245
<br />2517
<br />2712
<br />15'-4"(184") PRESTRESSED
<br />N,R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />412
<br />710
<br />1250
<br />1733
<br />2058
<br />2320
<br />2513
<br />17'-4" (208") PRESTRESSED
<br />N.R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />300
<br />548
<br />950
<br />1326
<br />1609
<br />1849
<br />2047
<br />19'-4"(232") PRESTRESSED
<br />N R
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />235
<br />420
<br />750
<br />1037
<br />1282
<br />1515
<br />1716
<br />21'-4"(256') PRESTRESSED
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />180
<br />340
<br />598
<br />845
<br />1114
<br />1359
<br />1468
<br />22'-0"(264") PRESTRESSED
<br />N R
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />165
<br />315
<br />550
<br />784
<br />1047
<br />1285
<br />1399
<br />24'-0"(288") PRESTRESSED
<br />N.R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />129
<br />250
<br />450
<br />654
<br />884
<br />1092
<br />1222
<br />e
<br />e
<br />2
<br />E
<br />W
<br />O W
<br />L
<br />0W
<br />M
<br />CAST-CRETE
<br />HiGH STRENGTH
<br />PRECAST
<br />LINTEL FILLED
<br />WITH GROUT
<br />SAFE LATERAL LOADS FOR 8" PRECAST A PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
<br />SAFE LOAD
<br />PLF
<br />LENGTH TYPE
<br />8U8
<br />8F8
<br />CMU*
<br />2'-10" (34') PRECAST
<br />1293
<br />1642
<br />2135
<br />3'-6" (42") PRECAST
<br />1025
<br />1024
<br />1830
<br />4'-0" (48") PRECAST
<br />765
<br />763
<br />1365
<br />4'-6" (54") PRECAST
<br />592
<br />591
<br />1057
<br />5'-4" (64") PRECAST
<br />411
<br />411
<br />734
<br />5'-10" (70") PRECAST
<br />340
<br />339
<br />607
<br />6'-6" (78") PRECAST
<br />507
<br />721
<br />483
<br />7'-6" (90') PRECAST
<br />424
<br />534
<br />357
<br />9'-4" (112' PRECAST
<br />326
<br />512
<br />227
<br />10'-6'(126') PRECAST
<br />284
<br />401
<br />178
<br />11'-4"(136") PRECAST
<br />260
<br />452
<br />152
<br />12'-0" (144") PRECAST
<br />244
<br />402
<br />135
<br />13'-4" (160') PRECAST
<br />217
<br />324
<br />109
<br />14'-0"(168' PRECAST
<br />205
<br />293
<br />98
<br />14'-8"(176") PRESTRESSED
<br />N•R•
<br />284
<br />89
<br />15'-4"(184' PRESTRESSED
<br />N.R.
<br />259
<br />82
<br />17'-4"(208') PRESTRESSED
<br />N.R•
<br />194
<br />63
<br />19'-4" (232' PRESTRESSED
<br />N.R.
<br />148
<br />51
<br />21'-4"(256-) PRESTRESSED
<br />N.R.
<br />125
<br />42
<br />22'-0" (264') PRESTRESSED
<br />N • R,
<br />116
<br />39
<br />24'-0" (288') PRESTRESSED
<br />N.R.
<br />91
<br />33
<br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18
<br />GR40 FIELD ADDED REBAR.
<br />*=6*WN
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />TYPE
<br />LENGTH
<br />8F8-1T
<br />8F12-1T
<br />8F16-1T
<br />8F20-1T
<br />SF24-1T
<br />8F28-1T
<br />8F32-1T
<br />8F8-2T
<br />8F12-2T
<br />8F16-2T
<br />BF20-2T
<br />8F24-2T
<br />8F28-2T
<br />8F32-2T
<br />2'-10-(34") PRECAST
<br />1972
<br />3173
<br />4460
<br />5747
<br />7034
<br />8321
<br />9608
<br />1972
<br />3173
<br />4460
<br />5747
<br />7034
<br />8321
<br />9608
<br />3'-6" (42') PRECAST
<br />1569
<br />2524
<br />3547
<br />4569
<br />5591
<br />6613
<br />7636
<br />1569
<br />2524
<br />1 3547
<br />4569
<br />5591
<br />6613
<br />7636
<br />4'-0" (48') PRECAST
<br />1363
<br />2192
<br />3079
<br />3966
<br />4853
<br />5740
<br />6627
<br />1363
<br />2192
<br />3079
<br />3966
<br />4853
<br />5740
<br />6627
<br />4'-6" (54") PRECAST
<br />1207
<br />1940
<br />2724
<br />3508
<br />4292
<br />5077
<br />5861
<br />1207
<br />1940
<br />2724
<br />3508
<br />4292
<br />5077
<br />5861
<br />5'-4" (64") PRECAST
<br />1016 1
<br />1632
<br />2290
<br />2949
<br />3607
<br />4265
<br />4924
<br />1016 1
<br />1632
<br />2290
<br />2949
<br />3607
<br />4265
<br />4924
<br />5'-10' (70') PRECAST
<br />909
<br />1492
<br />2093
<br />2694
<br />3295
<br />1 3897
<br />4498
<br />929
<br />1492
<br />2093
<br />2694
<br />3295
<br />3897
<br />4498
<br />6'-6" (78') PRECAST
<br />835 ,
<br />1340
<br />18W
<br />2419
<br />2959
<br />3498
<br />4038
<br />835
<br />1340
<br />1880
<br />2419
<br />2959
<br />3498
<br />4038
<br />7'-6" (90') PRECAST
<br />727
<br />1021
<br />1634
<br />210211
<br />2571
<br />3039(q.3506
<br />727
<br />1166
<br />1634
<br />2102
<br />2571
<br />3039
<br />3508
<br />9'-4" (112') PRECAST
<br />591
<br />680
<br />1133
<br />1471 ,
<br />1811 s
<br />2152
<br />2494 1s
<br />591
<br />851
<br />1326
<br />1705
<br />2084
<br />2463
<br />2842
<br />10'-6" (126') PRECAST
<br />530
<br />552
<br />914 ,
<br />118511
<br />1458p
<br />1732
<br />200711
<br />530
<br />686
<br />1183
<br />1526
<br />1865
<br />2204
<br />25"
<br />1 V-4' (136' PRECAST
<br />474
<br />485
<br />798 bb
<br />1034p5
<br />1272ts
<br />1510a
<br />1749(15)
<br />494
<br />599
<br />1028
<br />1422
<br />1738
<br />2053
<br />2369
<br />12'-0" (144' PRECAST
<br />470 1
<br />441
<br />723 ,4
<br />936 (µ)
<br />1151ts
<br />1366 s
<br />1582(,
<br />470
<br />543
<br />928
<br />1349
<br />1649
<br />1948
<br />2247
<br />13'-4- (160-) PRECAST
<br />418 10
<br />373
<br />606
<br />783 1
<br />962 µ
<br />1141 µ
<br />1321 14
<br />428
<br />455
<br />770
<br />1145
<br />1444
<br />1718
<br />1993
<br />14'-0" (168' PRECAST
<br />384 '
<br />346
<br />559
<br />723 r+
<br />887 1s
<br />1O52 p4
<br />1218 ,
<br />410
<br />420
<br />709
<br />1050
<br />1434 0
<br />1694
<br />1954
<br />14'-B" (176' PRESTRESSED
<br />239
<br />323
<br />519 (is
<br />671 q
<br />823 u
<br />976 µ
<br />1129 1
<br />246
<br />390
<br />655
<br />968
<br />1324 is
<br />16251u
<br />1874 (11)
<br />15'-4" (184-) PRESTRESSED
<br />224
<br />302
<br />485 ,
<br />626 ,
<br />767
<br />909
<br />1052 ,
<br />230
<br />364
<br />609
<br />897
<br />1224
<br />1562 ,
<br />1801 1
<br />17'-4" (208") PRESTRESSED
<br />187
<br />255
<br />404
<br />520
<br />637 (t2
<br />754
<br />872 1
<br />192
<br />303
<br />500
<br />732
<br />993 N
<br />1268 a
<br />1470 14
<br />19'-4" (232') PRESTRESSED
<br />162
<br />222
<br />347 „
<br />446 1n
<br />546
<br />646 (u
<br />7461,
<br />7
<br />16541n
<br />Z1'-4'(256") PRESTRESSED
<br />142
<br />98
<br />306 I„
<br />3931„
<br />480 1„
<br />6 (0
<br />142
<br />230
<br />369
<br />531
<br />713 V
<br />903(o
<br />1046(1
<br />"
<br />22 -0 (264'� PRESTRESSED
<br />137
<br />192
<br />295 ,
<br />378 a
<br />461 ,
<br />545 a
<br />629 1
<br />137
<br />221
<br />354
<br />508
<br />681
<br />861
<br />997 (1
<br />24'-0" (288'� PRESTRESSED
<br />124
<br />175
<br />267 ,
<br />34110
<br />416 1
<br />4914
<br />566 ,
<br />124
<br />200
<br />316 a
<br />450
<br />600
<br />756(4
<br />875 (u)
<br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS
<br />FOR GR40 FIELD ADDED REBAR,
<br />#5 REBAR AS
<br />RE QU I RE D
<br />(2 MINIMUM)
<br />BEARING
<br />*5 REBAR iN
<br />VERTICAL
<br />GROUT FILLED
<br />CELL
<br />90' STANDARD
<br />NOOK 10" MINIMUM
<br />(T'T'PiCAL)
<br />CANTILEVERED LINTEL DETAIL
<br />MASONRY TIES
<br />'.:= '•�
<br />'
<br />AS SPECIFIED
<br />CONCRETE FASTENERS
<br />SPLIT FACE
<br />�`�•
<br />WITH MINIMUM 4"
<br />MASONRY VENEER
<br />''•� '
<br />EMBEDMENT SPACED AS
<br />�;};i''�:a-
<br />CONCRETE FASTENERS
<br />REQUIRED
<br />:'
<br />AS REQUIRED
<br />S
<br />CAST—CRETE U—LINTEL
<br />Hi`
<br />�'��
<br />4"
<br />%..;<
<br />FILLED w/ GROUT
<br />�
<br />CAST—CRETE LINTEL
<br />a
<br />FILLED WITH GROUT
<br />CONTINUOUS
<br />SHELF ANGLE
<br />CONTINUOUS SHELF ANGLE
<br />SIZED AS REQUIRED
<br />SIZED AS REQUIRED
<br />1'wIA50NR`'
<br />VENEER
<br />&FLIT
<br />FACE
<br />VENEER
<br />SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS
<br />4~r_4~fr
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />TYPE
<br />LENGTH
<br />8RU6
<br />8RF6—OB
<br />8RF14—OB
<br />SRF14—OB
<br />8RF18—OB
<br />8RF22—OB
<br />8RF26—OB
<br />8 RF30-08
<br />8RF6-1B
<br />8RF10-18
<br />8RF14-1B
<br />8RF18—IB
<br />8RF22-1B
<br />8RF26-1B
<br />8RF30-18
<br />4'-4" (52') PRECAST
<br />1635
<br />1749
<br />3355
<br />3280
<br />4349
<br />5421
<br />6493
<br />7567
<br />1891
<br />3699
<br />5206
<br />6639
<br />8060
<br />9479
<br />10893
<br />4'-6" (54") PRECAST
<br />1494
<br />1596
<br />3063
<br />2992
<br />3968
<br />4946
<br />5924
<br />6904
<br />1756
<br />3699
<br />5206 1
<br />6639
<br />8060
<br />9479
<br />10893
<br />5'-8" (68") PRECAST
<br />866
<br />920
<br />1770
<br />1716
<br />2277
<br />2839
<br />3402
<br />3966
<br />1167
<br />2481
<br />4567
<br />6389
<br />8060 s.
<br />79171>t
<br />9311
<br />5'-10'(70') PRECAST
<br />810
<br />859
<br />1653
<br />1600
<br />2124
<br />2649
<br />3174
<br />3700
<br />1113
<br />2342
<br />4242
<br />6639(it
<br />8060
<br />74021
<br />8706
<br />6'-8" (80") PRECAST
<br />797
<br />901
<br />1825
<br />3120
<br />5048
<br />7747
<br />9448
<br />7360
<br />901
<br />1825
<br />3120
<br />5048
<br />7915
<br />9479
<br />1089
<br />7'-6" (90") PRECAST
<br />669
<br />755
<br />1490
<br />2459
<br />3776
<br />5743
<br />7239
<br />5623
<br />755
<br />1490
<br />2459
<br />3776
<br />5743
<br />8998po
<br />1089
<br />9'-8" (116") PRECAST
<br />411
<br />466
<br />999
<br />1568
<br />2253
<br />3129
<br />4091
<br />3146
<br />526
<br />1 999
<br />1568
<br />2253
<br />3129
<br />4150
<br />589114
<br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
<br />GR40 FIELD ADDED REBAR.
<br />NOTE: INFORMATION CONTAINED ON THIS SHEET
<br />PROVIDED BY AND PERTAINING TO CAST-CRETE CORP.
<br />ALTERNATE PRODUCTS OF EQUAL CAPACITY MAY BE
<br />USED. ALTERNATE PRODUCT MUST BE ACCOMPANIED BY
<br />ENGINEERING DATA TO SUPPORT SUCH PRODUCT.
<br />ENGINEERING
<br />PECIFICATI NS
<br />PRODUCT DESCRIPTION
<br />H
<br />W
<br />Nigh strength precast concrete lintels designed to be unfilled or filled to form a composite reinforced beam using concrete masonry units. Z 0
<br />0
<br />MATERIALS
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<br />wo ~ • F'c 8" precast lintels : 3500 psi . Concrete masonry units (CMU) per ASTM CW with minimum net area
<br />f'c $" prestressed, 6" and 12' precast lintels : 6000 psi compressive strengtt : IW psi y
<br />• f'c 4" precast lintels : 3000 psi ° Rebar per ASTM A615 Grade 60
<br />• Grout per ASTM C416 f'g : 3000 psi w/ maximum . Prestressing strand per ASTM A416 Grade 210 low relaxation ot
<br />3/8 inch aggregate and 8 to 11 inch slump, . 1/32 inch wire per ASTM A510 m
<br />Mortar per ASTM C210 To M or 5
<br />GENERAL NOTES z Q
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<br />1. Provide full mortar head and bed joints. 8 Cast -in -place concrete may be provided in composite lintel in lieu of 11"
<br />2. Shore filled lintels as required, concrete masonry units• ° ..
<br />3. Installation of lintel must compk with architectural 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530
<br />and/or structural drawings. 10. Product Approvals: Miami Dade County, Florida Nos, 03-0605.05
<br />4. U-Lintels are manufactured with 5-1/2 inch long notches at and 03-0605.04. Florida Certificate of Product Approval number FLU. : �I
<br />ends to accomodate vertical cell reinforcing and grouting• 11, The exterior surface of lintels Installed in exterior concrete masonry walls `�Ail
<br />5. Reference the CAST-CRETE Load Peflection Graph shall have a coating of stucco applied in accordance with ASTM CT6 � •�
<br />Brochure For lintel deflection information, or other approved coating. ' "__0
<br />0 N N
<br />6• 13ottom field added rebar to be located at the bottom 12. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal = o
<br />of lintel cavity. (lateral) loads should be checked for the combined loading with the Ts°
<br />1. 1/32 inch diameter wire stirrups are welded to the bottom following equation:
<br />steel for mechanical anchorage. Applied vertical load Applied horizontal load +
<br />$afe vertical load Safe horizontal lI I
<br />oad I1
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<br />SAFE LOAD TABLE NOTES
<br />1. All values based on minimum 4 inch nominal bearing.
<br />Exception. Safe loads for unfilled lintels must be reduced
<br />by 20 % if bearing length is less than 6-1/2 inches•
<br />2, N.R.: Not Rated,
<br />3. Safe loads are superimposed allowable load
<br />4. Safe loads based on Grade 40 or Grade 60 Field rebar.
<br />5• Additional lateral load capacity can be obtained by the
<br />designer by providing additional reinforced masary above
<br />the precast lintel. See Reinforced CMU on Page 4.
<br />6. One rl rebar may be substituted for two 05 rebars in 8" lintels only
<br />1, The designer may evalute concentrated loads from the safe load tables
<br />by calculating the maximum resisting moment and shear at d-away
<br />From the face of support.
<br />SAFE LATERAL LOADS FOR
<br />8" PRECAST wl 2" RECESS DOOR U-LINTELS
<br />4~400,r
<br />SAFE LOAD
<br />PLF
<br />LENGTH TYPE
<br />8RU6
<br />8RF6
<br />CMU*
<br />4'-4" (52") PRECAST
<br />758
<br />757
<br />1365
<br />4'-6" (54') PRECAST
<br />694
<br />693
<br />1249
<br />5'-8" (68') PRECAST
<br />408
<br />407
<br />734
<br />5'-10' (70') PRECAST
<br />382
<br />381
<br />687
<br />6'-8" (80') PRECAST
<br />595
<br />788
<br />510
<br />7'-6" (90") PRECAST
<br />509
<br />674
<br />393
<br />9'-8" (116') PRECAST
<br />370
<br />490
<br />227
<br />* SEE NOTE 18
<br />6. For colposite lintel heights not shown, use safe load from
<br />next lower height.
<br />S. For Intel lengths not shown, use safe load from
<br />next longest length
<br />10. All safe loads in units of pounds per linear foot.
<br />11. All safe loads based on simply supported span.
<br />12, The number in the parenthesis indicates the percent reduction
<br />for grade 40 field added rebar,
<br />Example: 1'46" lintel Type 8F32-I13 safe gravity load : 6412 (15)
<br />w/ 15% reduction :fE 6412 (26) : 5501 plf
<br />SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS
<br />4A317-4011117r
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />TYPE
<br />LENGTH
<br />8RF6-1T
<br />8RF6-2T
<br />SRF10-1T
<br />8RF10-2T
<br />8RF14-1T
<br />8RF14-2
<br />8RF18-1T
<br />8RF18-2T
<br />8RF22-1T
<br />8RF22-2T
<br />$RF26-1T
<br />8RF26-2T
<br />8RF30-1T
<br />8RF30-2T
<br />4'-4" (52' PRECAST
<br />905
<br />1748
<br />2635
<br />3522
<br />4409
<br />5296
<br />6183
<br />905
<br />1748
<br />2635
<br />3522
<br />4409
<br />5296
<br />6183
<br />4'-6" (54') PRECAST
<br />867
<br />1675
<br />2525
<br />3374
<br />4224
<br />5074
<br />1 5924
<br />867
<br />1675
<br />2525
<br />3374
<br />4224
<br />5074
<br />5924
<br />5'-8" (68) PRECAST
<br />675
<br />1301
<br />1960
<br />2618
<br />3277
<br />3935
<br />4594
<br />675
<br />1301
<br />1960
<br />2618
<br />3277
<br />3935
<br />4594
<br />5'-10"(70' PRECAST
<br />655
<br />1262
<br />1900
<br />2538
<br />3176
<br />3815
<br />4453
<br />655
<br />1262
<br />1900
<br />2538
<br />3176
<br />3815
<br />4453
<br />6'-8" (80') PRECAST
<br />570
<br />1012
<br />1651
<br />2204
<br />2758
<br />3312
<br />3865
<br />570
<br />1097
<br />1651
<br />2204
<br />2758
<br />3312
<br />3865
<br />7'-6" (90' PRECAST
<br />506
<br />797
<br />1462
<br />1952
<br />2442
<br />2931 a
<br />3257
<br />506
<br />967
<br />1462
<br />1952
<br />2442
<br />2931
<br />3421
<br />9'-8" (116') PRECAST
<br />395
<br />491
<br />931 ,
<br />1301 15
<br />1640 s
<br />1980 s
<br />2322 1
<br />395
<br />589
<br />1135
<br />1514
<br />1893
<br />2272
<br />2652
<br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
<br />GR40 FIELD ADDED REBAR.
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