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" # $% & '() *+, -./ 012 345 67 8 9:; <=/X$R$l&ވR+tP 0e0e     A@ A5% 8c8c     ?1 d0u0@Ty2 NP'p<'pA)BCD|E||s " 0e@        @ABC DEEFGHIJK5%LMNOPQRSTUWYZ[ \]^_ `abN E5%  N E5%  N F   5%    !"?N@ABC DEFFGHIJK5%LMNOPQRSTUWYZ[ \]^_ `ab@@8 /ʚ;ʚ;g4hdhd x: 0ppp@ <4dddd@ 0t8x g4QdQdp" x: 0p@ pp<4BdBd@ 0t8x-0___PPT10 -___PPT9-"*Bs  1 5 > K M V k o s w                 ! % ) - W [ g k o                 A E I M k o s w               A C U i k s u             1 5 9 =                                   8<QZ^bfjz~  (=FNRZcgw{#%'+/37=?HQaeimv !%;=FJNcgkox  !%)-1  (                                                          ?  %O  =GENERAL INSPECTOR#Practice Questions1.KDitch excavation Toe trench excavation Borrow excavation General excavationLnL 1.  1..INCORRECT! The correct answer is  D, General Excavation. The answer can be found in Section 330.91(d), Pg 94, 2008 Standard Specifications (Volume 2).,  2.0F 32F 35F 40F.@l"X 0X 0X 0 X 02.  2.INCORRECT! The correct answer is  C, 35F. The answer can be found in Section 755.40, Pg 501 of the 2008 Standard Specifications.B x  W 3. True False n X 0X 0  3.  3.INCORRECT The correct answer is  False. The answer can be found in Section 170.03, Pg 62 of the 2008 Standard Specifications.8 u t  4.T0 (there is no variance allowed) 1   +n+4. 4. INCORRECT The correct answer is  C, inch. The answer can be found in Section 445.40(b), Pg 176 of the 2008 Standard Specifications., } } 5.T6 8 10 half the total depth of the hole+n+5. 5. INCORRECT The correct answer is  A, 6 inches. The answer can be found in Section 910.40, Pg 572 of the 2008 Standard Specifications., | |6. True False n X 0g X 0 6. 6.INCORRECT The correct answer is  True. The answer can be found in Section 150.20(b), Pg 36 of the 2008 Standard Specifications., w w7. True False n  X 0 X 0 7. 7.INCORRECT The correct answer is  False. The answer can be found in Section 225.83(c), Pg 33 of the 2008 Standard Specifications., x x8. True False n 1 X 05 X 0 8. 8.4INCORRECT The correct answer is  False. The answer can be found in Section 545.90, Pg 280 and Section 587.90, Pg 344 of the 2008 Standard Specifications.,  9. True False n K X 0M X 0 9. 9.INCORRECT The correct answer is  False. The answer can be found in Section 730.22, Pg 439 of the 2008 Standard Specifications., v v10.$12 18 24 300 mmn10. 10.INCORRECT The correct answer is  C, 24 inches. The answer can be found in Section 350.41(a-2), Pg 110 of the 2008 Standard Specifications.,  11. True False n  X 0 X 0 11. 11.INCORRECT The correct answer is  False. The answer can be found in the Non-Field Tested Materials Acceptance Guide, Pg 2., q q12.595% of optimum moisture 4% 2% minus 4% to plus 2%6n612. 12.,INCORRECT The correct answer is  D, minus 4% to plus 2%. The answer can be found in Section 330.43(b-2-a), Pg 88 of the 2008 Standard Specifications.,  13. True False n  X 0 X 0 13. 13.INCORRECT The correct answer is  False. The answer can be found in Section 810.90, Pg 536 of the 2008 Standard Specifications., v v14.~ to 1 , measured from the top of the riser 1 to 1  , measured from the top of the riser  to 1 , measured from the top of the sprinkler 1 to 1  , measured from the top of the sprinklern14. 14.bINCORRECT The correct answer is  C,  to 1 , measured from the top of the sprinkler. The answer can be found in Section 1120.45(a), Pg 682 of the 2008 Standard Specifications.,  15.Type 4 Type 3 Type 2 Type 1n15. 15. INCORRECT The correct answer is  A, Type 4. The answer can be found in Section 280.46(d), Pg 55 of the 2008 Standard Specifications., | |16.1 2 3 4n16. 16.INCORRECT The correct answer is  C, 3. The answer can be found in Section 1040.72, Pg 657 of the 2008 Standard Specifications., v v17. True False n  X 0 X 0 17. 17.INCORRECT The correct answer is  False. The answer can be found in Section 150.10(a), Pg 34 of the 2008 Standard Specifications., x x18. True False n  X 0 X 0 18. 18.INCORRECT The correct answer is  False. The answer can be found in Section 220.60(a-1), Pg 8 of the 2008 Standard Specifications., y y19.*The certificate must be delivered to the Engineer s representative with the shipment of material, or be an identification plate or mark, decal, sticker, label or tag attached to the container or material. The certificate must certify that the material meets the contract requirements and identify the specific test methods used by number (ODOT, AASHTO, ASTM, UL or other). The certificate must permit positive determination that the material delivered to the project is the same material covered by the certificate. All of the above. n(19. 19.INCORRECT The correct answer is  D, all of the above. The answer can be found in the Non-Field Tested Materials Acceptance Guide, Pg 1 and Section 165.35(b), Pg 50 of the 2008 Standard Specifications.,  20.%1/8 pound 1/4 pound 1/2 pound 1 pound&n&20. 20. INCORRECT The correct answer is  D, 1 pound. The answer can be found in Section 1040.47, Pg 650 of the 2008 Standard Specifications., | |21. True False n  X 0 X 0 21. 21.INCORRECT The correct answer is  False. The answer can be found in Section 280.02(c), Pg 43 of the 2008 Standard Specifications., x x22.Hanson Pipe and Products, Tualatin, Oregon Cascade Concrete Products, Scappoose, Oregon Central Oregon Redi-Mix, Redmond, Oregon Advantage Precast, Keizer, Oregonng822. 22.INCORRECT The correct answer is  C, Central Oregon Redi-Mix. The answer can be found in the Non-Field Tested Materials Acceptance Guide, Pg 6.,  4X23.7 days 5 days 3 days 1 dayn23. 23.,INCORRECT The correct answer is  A, 7 days. The answer can be found in Section 540.52, Pg 273 of the 2008 Standard Specifications, and Table 00540-1.,  24. True False n  X 0 X 0 24. 24.INCORRECT The correct answer is  True. The answer can be found on the Qualified Products List Information Page., g g25.5C 40F 50F 60Fn25. 25.INCORRECT The correct answer is  C, 50F. The answer can be found in Section 745.40, Pg 477 of the 2008 Standard Specifications., x x26.fManual of Field Test Procedures Standard Specifications Supplemental Specifications Special Provisionsgng26. 26.INCORRECT The correct answer is  D, Special Provisions. The answer can be found in Section 165.20, Pg 49 of the 2008 Standard Specifications.,  27.9BJ Super Opticom Model 752 Both A and B None of the above:n: *27. 27.INCORRECT The correct answer is  A, BJ Super. The answer can be found in the Qualified Products List, Pg 79-80., g g28. True False n A X 0C X 0 28. 28.INCORRECT The correct answer is  False. The answer can be found in Section 225.32, Pg 19 of the 2008 Standard Specifications., u u29. True False n i X 0k X 0 29. 29.INCORRECT The correct answer is  True. The answer can be found in Section 810.80, Pg 535 of the 2008 Standard Specifications., u u30. True False n s X 0u X 0 30. 30.INCORRECT The correct answer is  True. The answer can be found in Section 440.40(b), Pg 171 of the 2008 Standard Specifications., x x31. True False n  X 0 X 0 31. 31.INCORRECT The correct answer is  True. The answer can be found in Section 850.44, Pg 554 of the 2008 Standard Specifications., u u32. True False n  X 0 X 0 32. 32.INCORRECT The correct answer is  True. The answer can be found in Section 190.20(f-1), Pg 101 of the 2008 Standard Specifications., z z33.24 18 12 30 n33. 33.INCORRECT The correct answer is  D, 30 inches. The answer can be found in Section 960.41(c), Pg 588 of the 2008 Standard Specifications.,  34.Place a watertight cap over the outlet end Place free draining cover material around the inlet end Remove ends of remaining pipe to at least 2 feet below subgrade All of the above n(34. 34.INCORRECT The correct answer is  C, remove ends of remaining pipe to at least 2 feet below subgrade. The answer can be found in Section 330.41(a-7), Pg 82 of the 2008 Standard Specifications.,  \]35.61% of the mobilization amount or 1% of the original contract amount, whichever is smaller 50% of the mobilization amount or 5% of the original contract amount, whichever is smaller 10% of the mobilization amount or 10% of the original contract amount, whichever is smaller There is no payment due at this time.7 n(735. 35.INCORRECT The correct answer is  B. The answer can be found in Section 219.90, Pg 4 of the 2008 Standard Specifications., p p36.Capable of at least 2000 vibrations a minute Have a gross static weight of at least 6 tons Be tandem or multiple axle, multiple wheel type Both A and Bn36. 36.XINCORRECT The correct answer is  A, capable of at least 2000 vibrations a minute. The answer can be found in Section 745.24(b), Pg 476 of the 2008 Standard Specifications.,  37.The ODOT Construction Manual Section 02510 of the ODOT Standard Specifications The Non-Field Tested Materials Acceptance Guide (NFTMAG) The Qualified Products List (QPL)n37. 37.INCORRECT The correct answer is  D, the QPL. The answer can be found in the Qualified Products List, Pg 55-56., f f38.Entire message is displayed within 7.5 seconds Using no more than two (2) displays within any message cycle Messages shall not scroll horizontally or vertically across the sign face Both A and C All of the above n(38. 38.INCORRECT The correct answer is  D, both A and C. The answer can be found in Section 225.46(b), Pg 28 of the 2008 Standard Specifications.,  39.mInorganic fertilizer 22-16-8 Inorganic fertilizer 22-10-5 Low-phosphorus fertilizer 22-2-11 None of the abovennn39. 39.HINCORRECT The correct answer is  C, low-phosphorus fertilizer 22-2-11. The answer can be found in Section 1030.14(b-3), Pg 626 of the 2008 Standard Specifications.,  40.JSelected granular backfill HMAC Control low strength material Both A and BKnK40. 40.LINCORRECT The correct answer is  C, controlled low strength material. The answer can be found in Section 960.41(g-1-c-2), Pg 589 of the 2008 Standard Specifications.,  41.Quality Compliance Certificate Test Result Certificate Field Inspection Report Manufacturer s Warranty All of the abovexnx41. 41. INCORRECT The correct answer is  C, Field Inspection Report. The answer can be found in the Non-Field Tested Materials Acceptance Guide, Pg 21.,  42.4 feet 6 feet 8 feet 2 feetn42. 42.INCORRECT The correct answer is  A, 4 feet. The answer can be found in the Standard Drawings RD-1040., ] ] 43..Standard Drawing RD100 Sheet 4 Sheet 3 Sheet 5/n/ 43.  43.ZINCORRECT The correct answer is  D, Sheet 5., $ $ 44. True False n X 0X 0  44. 44.INCORRECT The correct answer is  True. The answer can be found on Sheet 2C., C C45.100 biofilter bags and 300 of straw wattles 12 check dams, 2 inlet protection and 1000 of sediment fence, supported 1 tire wash facility, 2000 of plastic sheeting and 0.75 acre of matting 12 check dams, 2 inlet protection and 1000 of sediment fence, unsupported  n(  45. 45.INCORRECT The correct answer is  D. The answer can be found in the Section 280.48, Pg 15-16 of the Special Provisions., n n46. True False n %X 0'X 0 46. 46.INCORRECT The correct answer is  False. The answer can be found in the Section 950.42, Pg 50 of the Special Provisions., o o47. True False n =X 0?X 0  47.  47.INCORRECT The correct answer is  False. The answer can be found on Sheet 2B-5, Section A-A., S S48.Construction approach PCC monolithic curb and sidewalk Road connection This is a  No Work zone`n` 48.  48.INCORRECT The correct answer is  C, road connection. The answer can be found on Sheet 4., P P 49.U2 inches 3 inches 4 inches There is only one lift of HMAC base course at this stationVnV49. 49.INCORRECT The correct answer is  B, 3 inches. The answer can be found on Sheet 2A-2., L L50.3 ,  open graded 2 , Level 3  open graded 2 ,  open graded 2 ,  dense gradedU n(U50.  50.INCORRECT The correct answer is  B, 2 inches, Level 3 inch open graded The answer can be found on Sheet 2A-3., g g!51.iClamped to signal pole Mounted overhead on mast-arm Re-installed with existing hardware None of the abovejnj"51. #51.INCORRECT The correct answer is  A, clamped to signal pole. The answer can be found on Sheet S-7894., \ \$52.50 foot minimum for 2.3 acres of exposed soil 25 foot minimum radius 20 foot width over an existing 18 foot wide approach None of the aboven%52. &52.INCORRECT The correct answer is  A, 50 foot minimum for 2.3 acres of exposed soil. The answer can be found in the Standard Drawings RD-1000.,  (53. True False n ;X 0=X 0 )53. *53.INCORRECT The correct answer is  True. The answer can be found in the Section 290.51, Pg 20 of the Special Provisions., n n'54.6 tons 8 tons 10 tons 12 tonsn+54. ,54.INCORRECT The correct answer is  B, 8 tons. The answer can be found in the Section 745.24(a), Pg 45 of the Special Provisions., v v-55. 1/3 of specified thickness 1/3 of manufacturer s recommendations 1/3 or  1/10 of specified thickness None of the above~n~. 55. /!55.6INCORRECT The correct answer is  C, 1/3 or -1/10 of specified thickness. The answer can be found in the Section 850.46, Pg 47 of the Special Provisions.,    /Pz   0` fy`ff3` Mj*333FV*` ffNNt^X` ffNL|>rL` +T3f3f` MMMff3f` Lx[he2` {$$` +T3f3f>?" dd@?nAd@   @ `  n?" dd@   @@``PR    @ ` ` p>>L0  4t(  4 4 0W  #" ` `   T Click to edit Master title style! !$ 4 0PZ  "p `   RClick to edit Master text styles Second level Third level Fourth level Fifth level!     S 4 N?"6@ NNN?N` 4 s XA.:Rtseal_and_flying_t_blue"`  4 N?"6@ NNN?N  4 H_  ?"6@ NNN?N  ] d$General Inspector Practice Questions$% V 4 s *޽h ?#" @@ +T3f3fD<___PPT10.. ` $Practice QuestionsE  0L0  8(  8  8 N?"6@ NNN?N` 8 B< ?#" `   T Click to edit Master title style! ! 8 6@ ?" `    W#Click to edit Master subtitle style$ $ 8 6  #" `@@l  \* 8 c RA.:Rtseal_and_flying_t_blue"`  8 N?"6@ NNN?NV 8 s *޽h ?#" @@ +T3f3fD<___PPT10.. ` 0 zr  (    0 P    P*    0     R*  d  c $ ?    0|  0  RClick to edit Master text styles Second level Third level Fourth level Fifth level!     S  6 _P   P*    6 _   R*  H  0޽h ? 3380___PPT10.)#  (    0$  P    X*   0D      Z*   6 _P   X*   6l _   Z* H  0޽h ? 3380___PPT10.,z 0L0 yq  (  x  c $8   x  c $P80   F 0  0   <@0 X 0 qNext   2"X 0f  6p`H  0޽h ? 33___PPT10i.zcB+D=' = @B +  0L0 ` x(     <0e0e 43"0e``p     s 0e0e 4#" 0e `   "p`Pp   H ?"6@ NNN?N` The excavation of a roadside ditch in the roadway section (part of the typical roadway cross section) is paid for under which of the following excavation bid items? 2  N ?"6@`NNN?Npp  X 0  N ?"6@`NNN?N p   X 0  N ?"6@`NNN?N p 0  X 0   N ?"6@`NNN?N0 p P  X 0H  0޽h ? 3fffff3̙3f̙___PPT10i.zhY+D=' = @B +  0L0 pS(  pF p p 0 p 6@p X 0 mNext  2*X 0` p 0`` p 60?s P  DCORRECT! 2   p  @20e0e 43"0e``p    p Hx3 ?"6@ NNN?N` The excavation of a roadside ditch in the roadway section (part of the typical roadway cross section) is paid for under which of the following excavation bid items? 2H p 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 t9(  tF p t 0 t 6tp X 0 mNext  2X 0` t 0``  t <> 4@0P    t  >0e0e 43"0e``p    t H? ?"6@ NNN?N` The excavation of a roadside ditch in the roadway section (part of the typical roadway cross section) is paid for under which of the following excavation bid items? 2H t 0޽h ? +T3f3f___PPT10i.z0z"+D=' = @B +S   0L0 RJp (    c $hQ4P>  "p`Ppf  0"`J@  0"`p`z  sX 0  6"` {X 0  6"`Z   X 0   0"`p X 0   0"`0 pP  X 0   0"` p  X 0   0"` p  X 0   Y0e0e 43"0e``p   t  HT^ ?"6@ NNN?N` The Contractor should stop placement of Continuously Reinforced Concrete Pavement when the air temperature falls below ____________. 2H  0޽h ? 3fffff3̙3f̙___PPT10i.zp+D=' = @B +  0L0  %(   8 p  0   0p X 0 ANext   2`   0``  6,?PM  DCORRECT! 2  *  H\ ?"6@ NNN?N@0`t t35F$( 2'X 0   P0e0e 43"0e``p   t  H ?"6@ NNN?N` The Contractor should stop placement of Continuously Reinforced Concrete Pavement when the air temperature falls below ____________. 2H  0޽h ? 3fffff3̙3f̙___PPT10i.z+D=' = @B +@  0L0 ?7` X(  Xr X S ܥ40   F p X 0 X 6p  X 0 ANext   2` X 0``  X  x0e0e 43"0e``p   t  X H ?"6@ NNN?N` The Contractor should stop placement of Continuously Reinforced Concrete Pavement when the air temperature falls below ____________. 2H X 0޽h ? +T3f3f___PPT10i.zvJ+D=' = @B +  0L0 p\5(  \ \ c $4E `   "p`Pp \  0e0e 43"0e``p   [ \ H ?"6@ NNN?N` kThe Contractor will obtain and pay for permits required for crossing or encroaching upon navigable streams.l 2lH \ 0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +e  0L0 d\`(  `F p ` 0 ` 6p  X 0 ANext   2f ` 6`` ` 6? }  DCORRECT! 2    `  0e0e 43"0e``p   [ ` H ?"6@ NNN?N` kThe Contractor will obtain and pay for permits required for crossing or encroaching upon navigable streams.l 2lH ` 0޽h ? 3fffff3̙3f̙___PPT10i.z+D=' = @B +3  0L0 2* h(  h~ h s *@4 `   F p h 0 h 6Xp X 0 ANext   2` h 0``  h  0e0e 43"0e``p   [  h HT ?"6@ NNN?N` kThe Contractor will obtain and pay for permits required for crossing or encroaching upon navigable streams.l 2lH h 0޽h ? +T3f3f___PPT10i.zvJ+D=' = @B +   0L0  xd(  x x s *D,4  "8(8X x T ?"6@`NNN?N`  X 0 x T ?"6@`NNN?N0    X 0 x T ?"6@`NNN?N    X 0 x T ?"6@`NNN?N  p  X 0 x H, ?"6@ NNN?N p @( 2  x  ,0e0e 43"0e``p  ,  x H , ?"6@ NNN?N` (When installing pipe materials, the Contractor cannot vary from the established line and grade by more than ______ , provided the variation does not result in a level of reverse sloping invert (flowline). 2H x 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0   (    6,? }  X 0 DCORRECT! 2  F p  0  6,p X 0 ANext   2`  0``     ,0e0e 43"0e``p  ,    H", ?"6@ NNN?N` (When installing pipe materials, the Contractor cannot vary from the established line and grade by more than ______ , provided the variation does not result in a level of reverse sloping invert (flowline). 2   H(, ?"6@ NNN?N@P0 t @  ( 2H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0   ](    B(  4 ` , F p  0  60,p X 0 ANext   2`   0``    82,0e0e 43"0e``p  ,    HP4, ?"6@ NNN?N` (When installing pipe materials, the Contractor cannot vary from the established line and grade by more than ______ , provided the variation does not result in a level of reverse sloping invert (flowline). 2H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +O  0L0 NF|(  | | s *R,4  `  , "8(8X |  T,0e0e 43"0e``p  , V  | H,V, ?"6@ NNN?N` fWhen installing wood sign posts, the post holes should be backfilled in layers not exceeding ________.g 2g  | T ?"6@`NNN?N p  X 0 | T ?"6@`NNN?N p  X 0 | T ?"6@`NNN?Np@  X 0 | T ?"6@`NNN?N @@ X 0H | 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 w  (     `,0e0e 43"0e``p  , V  Hf, ?"6@ NNN?N` fWhen installing wood sign posts, the post holes should be backfilled in layers not exceeding ________.g 2gF p  0  6 p X 0 ANext   2`  0``   6j,? }  X 0 DCORRECT! 2     Hq, ?"6@ NNN?N@t @6  ( 2H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +F  0L0 E=0  (     `z,0e0e 43"0e``p  , V  H, ?"6@ NNN?N` fWhen installing wood sign posts, the post holes should be backfilled in layers not exceeding ________.g 2gF p  0  6(,p !X 0 ANext   2`  0``   B, 4 `  , H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 @  M(      s *P,4E `  , "p`Pp    T,0e0e 43"0e``p  , m   H, ?"6@ NNN?N` }The Contractor shall furnish all facilities necessary to permit the Engineer to have safe access to the work to be inspected.~ 2~H   0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0 P  ((     ,0e0e 43"0e``p  , m  H , ?"6@ NNN?N` }The Contractor shall furnish all facilities necessary to permit the Engineer to have safe access to the work to be inspected.~ 2~F p  0  6L,p %X 0 ANext   2`  0``   6d,? }  X 0 DCORRECT! 2  H  0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +]  0L0 \T`  (     ,0e0e 43"0e``p  , m  Hd, ?"6@ NNN?N` }The Contractor shall furnish all facilities necessary to permit the Engineer to have safe access to the work to be inspected.~ 2~F p  0  64,p )X 0 ANext   2`  0``   B, 4 `  , H  0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0 p @(    s *,4E `  , "p`Pp   ,0e0e 43"0e``p  , `  H, ?"6@ NNN?N` pWhen measuring painted temporary striping, the intervals between skip lines will be included in the measurement.q 2qH  0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0   (     ,0e0e 43"0e``p  , `  H\, ?"6@ NNN?N` pWhen measuring painted temporary striping, the intervals between skip lines will be included in the measurement.q 2q  6,? }  X 0 DCORRECT! 2  F p  0  6,p -X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +P  0L0 OG  (       ,0e0e 43"0e``p  , `   H, ?"6@ NNN?N` pWhen measuring painted temporary striping, the intervals between skip lines will be included in the measurement.q 2q   B , 4 `  , F p   0   6,p 1X 0 ANext   2`   0``H   0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0  ,E(  , , s *,,4E `  , "p`Pp ,  p,0e0e 43"0e``p  , e , Hq ?"6@ NNN?N` uBridge rail installation on the bridge end panels is incidental to the Reinforced Concrete Bridge End Panel bid item.v 2vH , 0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0   $ (  $ $  q0e0e 43"0e``p  q e $ Hq ?"6@ NNN?N` uBridge rail installation on the bridge end panels is incidental to the Reinforced Concrete Bridge End Panel bid item.v 2v $ 6Lq? }  X 0 DCORRECT! 2  F p $ 0 $ 6qp > X 0 ANext   2`  $ 0``H $ 0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +U  0L0 TL  ((  ( (  pq0e0e 43"0e``p  q e ( Hq ?"6@ NNN?N` uBridge rail installation on the bridge end panels is incidental to the Reinforced Concrete Bridge End Panel bid item.v 2v ( B"q 4 `  q F p ( 0  ( 6&qp C X 0 ANext   2`  ( 0``H ( 0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0  0A(  0 0 s *84E `  q "p`Pp 0  40e0e 43"0e``p   a 0 H0q ?"6@ NNN?N` qWhen applying asphalt tack coat, the bar height of the asphalt distributor should be set for double-lap coverage.r 2rH 0 0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0   4(  4 4  X3q0e0e 43"0e``p  q a 4 HP;q ?"6@ NNN?N` qWhen applying asphalt tack coat, the bar height of the asphalt distributor should be set for double-lap coverage.r 2r 4 6?q? }  X 0 DCORRECT! 2  F p 4 0 4 6Fqp V X 0 ANext   2`  4 0``H 4 0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +Q  0L0 PH  8(  8 8  Mq0e0e 43"0e``p  q a 8 H(Oq ?"6@ NNN?N` qWhen applying asphalt tack coat, the bar height of the asphalt distributor should be set for double-lap coverage.r 2r 8 BLSq 4 `  q F p 8 0  8 6Uqp [ X 0 ANext   2`  8 0``H 8 0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +d  0L0 c[ <(  < < s *iq40 `  q "8(8X <  lq0e0e 43"0e``p  q k < HPmq ?"6@ NNN?N` YWhat is the minimum overlap requirement for geotextile used for embankment stabilization?Z 2Z, $ < T ?"6@`NNN?N p  w X 0 < T ?"6@`NNN?Np  s X 0 < T ?"6@`NNN?N@ o X 0 < T ?"6@`NNN?N0@P k X 0H < 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0   @&(  @ @  4tq0e0e 43"0e``p  q k @ H`q ?"6@ NNN?N` YWhat is the minimum overlap requirement for geotextile used for embankment stabilization?Z 2Z, $  @ 6)q? }  X 0 DCORRECT! 2  F p  @ 0  @ 6~qp  X 0 ANext   2`  @ 0``H @ 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +[  0L0 ZR D(  D D  q0e0e 43"0e``p  q k D Htq ?"6@ NNN?N` YWhat is the minimum overlap requirement for geotextile used for embankment stabilization?Z 2Z, $  D BЎq 4 `  q F p  D 0  D 6zqp  X 0 ANext   2` D 0``H D 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 0 HK(  H H s *q4E `  q "p`Pp H  q0e0e 43"0e``p  q k H Hq ?"6@ NNN?N` {On a project that is Federally-funded, a Certificate of Materials Origin (CMO) is needed for a temporary impact attenuator.| 2|H H 0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0 @  L&(  L L  t0e0e 43"0e``p  t 2 l Hk ?"6@ NNN?N` |BHow far above finished grade should sprinkler heads be positioned?C 2C l T ?"6@`NNN?N p   X 0 l T ?"6@`NNN?Np@   X 0 l T ?"6@`NNN?Np  X 0 l T ?"6@`NNN?N0@P  X 0H l 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +^  0L0 ]U  p(  p p  lDt0e0e 43"0e``p  t 2 p HGt ?"6@ NNN?N` |BHow far above finished grade should sprinkler heads be positioned?C 2C  p 6Kt?  X 0 DCORRECT! 2  F p  p 0  p 6 Ptp  X 0 ANext   2`  p 0``H p 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +~  0L0 }u t (  t t  Wt0e0e 43"0e``p  t 2 t HTXt ?"6@ NNN?N` |BHow far above finished grade should sprinkler heads be positioned?C 2C  t s \t0e0e 4#" 0e `  t F p t 0 t 68^tp  X 0 ANext   2` t 0``H t 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +L  0L0 KC x(  x x s * 40 `  t "8(8X x  80e0e 43"0e``p   S x Hppt ?"6@ NNN?N` AWhat type of inlet protection involves installing biofilter bags?B 2B2  x T ?"6@`NNN?N p@  - X 0 x T ?"6@`NNN?Np@  ) X 0 x T ?"6@`NNN?Np@ % X 0 x T ?"6@`NNN?N0@P ! X 0H x 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 ~v  |(  | |  {t0e0e 43"0e``p  t S | HHt ?"6@ NNN?N` AWhat type of inlet protection involves installing biofilter bags?B 2B2   | 6t?  X 0 DCORRECT! 2  F p  | 0  | 6؇tp o X 0 ANext   2`  | 0``H | 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0  .(     t0e0e 43"0e``p  t S  H|t ?"6@ NNN?N` AWhat type of inlet protection involves installing biofilter bags?B 2B2    s t0e0e 4#" 0e `  t F p   0   68tp k X 0 ANext   2`  0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +k  0L0 jb (    s *Ht4P  t "8(8X   t0e0e 43"0e``p  t r  HȨt ?"6@ NNN?N` What is the minimum number of inspections the Agency will make jointly with the Contractor during each plant establishment period? 2  T ?"6@`NNN?N   [ X 0  T ?"6@`NNN?N   W X 0  T ?"6@`NNN?Na   X 0  T ?"6@`NNN?N1  X 0H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 0  -(     t0e0e 43"0e``p  t r  Ht ?"6@ NNN?N` What is the minimum number of inspections the Agency will make jointly with the Contractor during each plant establishment period? 2   6t? 0  X 0 DCORRECT! 2  F p   0   6$tp  X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 @ M(     Xt0e0e 43"0e``p  t r  Ht ?"6@ NNN?N` What is the minimum number of inspections the Agency will make jointly with the Contractor during each plant establishment period? 2   s t0e0e 4#" 0e `P  t F p   0   6(tp  X 0 ANext   2`  0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 P (    s *t40 `  t "p`Pp   t0e0e 43"0e``p  t 7  Ht ?"6@ NNN?N` GApproved Unstamped Drawings take precedence over the Standard Drawings.H 2HH  0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +c  0L0 bZ`  (     pt0e0e 43"0e``p  t 7  Ht ?"6@ NNN?N` GApproved Unstamped Drawings take precedence over the Standard Drawings.H 2H  6??  X 0 DCORRECT! 2  F p  0  6tp  X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0 zp  (     4t0e0e 43"0e``p  t 7  Ht ?"6@ NNN?N` GApproved Unstamped Drawings take precedence over the Standard Drawings.H 2H  s t0e0e 4#" 0e `P  t F p  0   6Dvp  X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0  Q(    s *t4E `  v "p`Pp   pt0e0e 43"0e``p  v q  Hv ?"6@ NNN?N` The Agency will pay the Contractor to maintain the roadway surfacing in a detour if it is not constructed according to the Plans. 2H  0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0   ,(     v0e0e 43"0e``p  v q  Hv ?"6@ NNN?N` The Agency will pay the Contractor to maintain the roadway surfacing in a detour if it is not constructed according to the Plans. 2  6!v?   X 0 DCORRECT! 2  F p  0  6L$vp  X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0   L(     +v0e0e 43"0e``p  v q  H-v ?"6@ NNN?N` The Agency will pay the Contractor to maintain the roadway surfacing in a detour if it is not constructed according to the Plans. 2  s d1v0e0e 4#" 0e `P  v F p  0   63vp  X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +:  0L0 91 (    s *Av4F v "8(8X   Dv0e0e 43"0e``p  v A  HEv ?"6@ NNN?N` QWhich of the following statements about a Quality Compliance Certificate is true?R 2R  T ?"6@`NNN?N  p  X 0  T ?"6@`NNN?Np   X 0  T ?"6@`NNN?N@ `   X 0  T ?"6@`NNN?N  X 0H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +m  0L0 ld  (      Ov0e0e 43"0e``p  v A  H]v ?"6@ NNN?N` QWhich of the following statements about a Quality Compliance Certificate is true?R 2R   6`v?`  X 0 DCORRECT! 2  F p   0   6dvp  X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0  (     kv0e0e 43"0e``p  v A  Hmv ?"6@ NNN?N` QWhich of the following statements about a Quality Compliance Certificate is true?R 2R   s nv0e0e 4#" 0e `  v F p   0   6qvp  X 0 ANext   2`  0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +?  0L0 >6 (    s *v4Po  v "8(8X   v0e0e 43"0e``p  v F  Hv ?"6@ NNN?N` VWhat is the required application rate of granular fertilizer per tree per application?W 2W  T ?"6@`NNN?N    X 0  T ?"6@`NNN?N   X 0  T ?"6@`NNN?NPp  X 0  T ?"6@`NNN?N0   X 0H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +r  0L0 qi  (     v0e0e 43"0e``p  v F  Hv ?"6@ NNN?N` VWhat is the required application rate of granular fertilizer per tree per application?W 2W   6v?`  X 0 DCORRECT! 2  F p   0   6pvp  X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0  !(     tv0e0e 43"0e``p  v F  Hv ?"6@ NNN?N` VWhat is the required application rate of granular fertilizer per tree per application?W 2W   s ̣v0e0e 4#" 0e  `  v F p   0   6Lvp  X 0 ANext   2`  0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0  ;(    s *v4E `  v "p`Pp   `v0e0e 43"0e``p  v [  Hv ?"6@ NNN?N` kDuring all construction activities, the Agency is required to retain the Erosion and Sediment Control Plan.l 2lH  0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0 ~  (     v0e0e 43"0e``p  v [  Hv ?"6@ NNN?N` kDuring all construction activities, the Agency is required to retain the Erosion and Sediment Control Plan.l 2l  6@v?c  X 0 DCORRECT! 2  F p  0  6|vp  X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0 0  6(     dv0e0e 43"0e``p  v [  Hv ?"6@ NNN?N` kDuring all construction activities, the Agency is required to retain the Erosion and Sediment Control Plan.l 2l  s v0e0e 4#" 0e `  v F p  0   6Hvp  X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +-  0L0 ,$@ (    s *v4Q  v "8(8X   v0e0e 43"0e``p  v 4  Hv ?"6@ NNN?N` ~DWhich of the following is NOT an approved supplier of concrete pipe?E 2E  T ?"6@`NNN?N `  M X 0  T ?"6@`NNN?N  I X 0  T ?"6@`NNN?N@ E X 0  T ?"6@`NNN?N A X 0H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +`  0L0 _WP  (     v0e0e 43"0e``p  v 4  HTv ?"6@ NNN?N` ~DWhich of the following is NOT an approved supplier of concrete pipe?E 2E   6$w? - X 0 DCORRECT! 2  F p   0   6Xwp  X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 w` (      w0e0e 43"0e``p  w 4  H$ w ?"6@ NNN?N` ~DWhich of the following is NOT an approved supplier of concrete pipe?E 2E   s tw0e0e 4#" 0e `0  w F p   0   6wp  X 0 ANext   2`  0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +J  0L0 IAp (    s *4Po  w "8(8X    0e0e 43"0e``p  w Q  Hx w ?"6@ NNN?N` aHow many counting days after a signal footing is poured can the Contractor erect the signal pole?b 2b  T ?"6@`NNN?N   w X 0  T ?"6@`NNN?Np  s X 0  T ?"6@`NNN?NPpp o X 0  T ?"6@`NNN?N0p  k X 0H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +}  0L0 |t   (     \+w0e0e 43"0e``p  w Q  H,w ?"6@ NNN?N` aHow many counting days after a signal footing is poured can the Contractor erect the signal pole?b 2b   6$3w? - X 0 DCORRECT! 2  F p   0   6D7wp  X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0  ,(     $>w0e0e 43"0e``p  w Q  Hx@w ?"6@ NNN?N` aHow many counting days after a signal footing is poured can the Contractor erect the signal pole?b 2b   s Bw0e0e 4#" 0e `  w F p   0   6Ewp  X 0 ANext   2`  0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0  =(    s *Tw4E `  w "p`Pp   Ww0e0e 43"0e``p  w ]  HXw ?"6@ NNN?N` mConditionally Approved products from the QPL need specific, prior approval for each project they are used on.n 2nH  0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0   (     \w0e0e 43"0e``p  w ]  HXdw ?"6@ NNN?N` mConditionally Approved products from the QPL need specific, prior approval for each project they are used on.n 2n  6Diw? 0  X 0 DCORRECT! 2  F p   0   68mwp  X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0   8(     rw0e0e 43"0e``p  w ]  H8sw ?"6@ NNN?N` mConditionally Approved products from the QPL need specific, prior approval for each project they are used on.n 2n  s ww0e0e 4#" 0e `  w F p  0   6ywp  X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0  (    s *w4Po  w "8(8X   $w0e0e 43"0e``p  w   H\w ?"6@ NNN?N` What is the minimum surface temperature for placing a 2 lift of Open Graded HMAC?S 2S  T ?"6@`NNN?N    X 0  T ?"6@`NNN?N   X 0  T ?"6@`NNN?NPp  X 0  T ?"6@`NNN?N0   X 0H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0   O(     w0e0e 43"0e``p  w   Hw ?"6@ NNN?N` What is the minimum surface temperature for placing a 2 lift of Open Graded HMAC?S 2S   6xw? 0  X 0 DCORRECT! 2  F p   0   6wp  X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0  o(     4w0e0e 43"0e``p  w   Hw ?"6@ NNN?N` What is the minimum surface temperature for placing a 2 lift of Open Graded HMAC?S 2S   s Xw0e0e 4#" 0e `  w F p  0  6wp  X 0 ANext   2`  0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 $(    s *w4P@ w "8(8X   Xw0e0e 43"0e``p  w   Hw ?"6@ NNN?N` Which of the following documents takes precedence if there are conflicting references or if no reference is made in the Contract to material specifications or test methods? 2  T ?"6@`NNN?N `   X 0  T ?"6@`NNN?Nq  a   X 0  T ?"6@`NNN?N! @ A   X 0  T ?"6@`NNN?Np  X 0H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0  W(     8w0e0e 43"0e``p  w   Hw ?"6@ NNN?N` Which of the following documents takes precedence if there are conflicting references or if no reference is made in the Contract to material specifications or test methods? 2   6w?   X 0 DCORRECT! 2  F p   0   6(wp  X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0  w(     w0e0e 43"0e``p  w   Hw ?"6@ NNN?N` Which of the following documents takes precedence if there are conflicting references or if no reference is made in the Contract to material specifications or test methods? 2   s w0e0e 4#" 0e ` w F p   0   6wp  X 0 ANext   2`  0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B ++  0L0 *"0(    s *w4Po  w "8(8X   4w0e0e 43"0e``p  w 2  Hlw ?"6@ NNN?N` |BWhich of the following is an approved Traffic Signal Loop Sealant?C 2C  T ?"6@`NNN?N    X 0  T ?"6@`NNN?N   X 0  T ?"6@`NNN?NP p  X 0  T ?"6@`NNN?N0   X 0H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +^  0L0 ]U@ (       y0e0e 43"0e``p  y 2   Hy ?"6@ NNN?N` |BWhich of the following is an approved Traffic Signal Loop Sealant?C 2C   6 y?  X 0 DCORRECT! 2  F p   0   6 yp  X 0 ANext   2`   0``H   0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +~  0L0 }uP (     Ly0e0e 43"0e``p  y 2  Hy ?"6@ NNN?N` |BWhich of the following is an approved Traffic Signal Loop Sealant?C 2C   s y0e0e 4#" 0e `  y F p   0   6Lyp  X 0 ANext   2`  0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 `,(    s *T+y40 `  y "p`Pp   0.y0e0e 43"0e``p  y L  Hh/y ?"6@ NNN?N` \The Project Superintendent of a project can be designated as the Traffic Control Supervisor.] 2]H  0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +x  0L0 wop (     8y0e0e 43"0e``p  y L  H:y ?"6@ NNN?N` \The Project Superintendent of a project can be designated as the Traffic Control Supervisor.] 2]  6S?  X 0 DCORRECT! 2  F p  0  6@yp  X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0  '(      Gy0e0e 43"0e``p  y L  HlHy ?"6@ NNN?N` \The Project Superintendent of a project can be designated as the Traffic Control Supervisor.] 2]  s \Ly0e0e 4#" 0e `0  y F p  0   6Nyp U X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0  P(      s *@]y4E `  y "p`Pp    \Ry0e0e 43"0e``p  y p   Hay ?"6@ NNN?N` When using the count method of measuring guardrail, the number of standard sections will be counted and multiplied by 12.5 feet. 2H   0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0  $+(  $ $  iy0e0e 43"0e``p  y p $ Hdky ?"6@ NNN?N` When using the count method of measuring guardrail, the number of standard sections will be counted and multiplied by 12.5 feet. 2 $ 6py?c  X 0 DCORRECT! 2  F p $ 0 $ 6syp  X 0 ANext   2`  $ 0``H $ 0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0  (K(  ( (  zy0e0e 43"0e``p  y p ( H{y ?"6@ NNN?N` When using the count method of measuring guardrail, the number of standard sections will be counted and multiplied by 12.5 feet. 2 ( s ,vy0e0e 4#" 0e `  y F p ( 0  ( 6yp  X 0 ANext   2`  ( 0``H ( 0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0 ,"(  , , s *y4` `  y "p`Pp ,  8y0e0e 43"0e``p  y B , Hpy ?"6@ NNN?N` RCommercial Grade Concrete must be placed within 90 minutes of batching and mixing.S 2SH , 0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +n  0L0 me 0(  0 0  ty0e0e 43"0e``p  y B 0 Hy ?"6@ NNN?N` RCommercial Grade Concrete must be placed within 90 minutes of batching and mixing.S 2S 0 6y?  X 0 DCORRECT! 2  F p 0 0 0 6 yp  X 0 ANext   2`  0 0``H 0 0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0  4(  4 4  (y0e0e 43"0e``p  y B 4 Hy ?"6@ NNN?N` RCommercial Grade Concrete must be placed within 90 minutes of batching and mixing.S 2S 4 s ذy0e0e 4#" 0e `0  y F p 4 0  4 6yp  X 0 ANext   2`  4 0``H 4 0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0 8A(  8 8 s *y4E `  y "p`Pp 8  y0e0e 43"0e``p  y a 8 Hy ?"6@ NNN?N` qSpot alignment control points on tangent sections for Painted Permanent Pavement Striping shall be every 50 feet.r 2rH 8 0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0  <(  < <  $y0e0e 43"0e``p  y a < Hy ?"6@ NNN?N` qSpot alignment control points on tangent sections for Painted Permanent Pavement Striping shall be every 50 feet.r 2r < 6y?c  X 0 DCORRECT! 2  F p < 0 < 6typ X 0 ANext   2`  < 0``H < 0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +  0L0  @<(  @ @  \y0e0e 43"0e``p  y a @ H8y ?"6@ NNN?N` qSpot alignment control points on tangent sections for Painted Permanent Pavement Striping shall be every 50 feet.r 2r @ s y0e0e 4#" 0e `  y F p @ 0  @ 6yp X 0 ANext   2`  @ 0``H @ 0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +r  0L0 qi D(  D D s *y4% `  y "p`Pp D  y0e0e 43"0e``p  y ! D Hy ?"6@ NNN?N`| kIf more than 50 tons/day of material is received from a scale, the Contractor shall make random check weighings at least every 10th day on which more than 50 tons is received, or when 10,000 tons has been weighed, whichever occurs first.@ 2kf H D 0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +M  0L0 LD0 H(  H H  x{0e0e 43"0e``p  { ! H H{ ?"6@ NNN?N`| kIf more than 50 tons/day of material is received from a scale, the Contractor shall make random check weighings at least every 10th day on which more than 50 tons is received, or when 10,000 tons has been weighed, whichever occurs first.@ 2kf  H 6h{?C   X 0 DCORRECT! 2  F p H 0 H 6{p  X 0 ANext   2`  H 0``H H 0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +m  0L0 ld@ L(  L L  {0e0e 43"0e``p  { ! L Hd{ ?"6@ NNN?N`| kIf more than 50 tons/day of material is received from a scale, the Contractor shall make random check weighings at least every 10th day on which more than 50 tons is received, or when 10,000 tons has been weighed, whichever occurs first.@ 2kf  L s p0e0e 4#" 0e ` { F p L 0  L 6 {p  X 0 ANext   2`  L 0``H L 0޽h ? +T3f3f___PPT10i.zP K+D=' = @B +Y  0L0 XPPP(  P P s *0{4PP  { "8(8X P  x1{0e0e 43"0e``p  { ` P H2{ ?"6@ NNN?N` pWhat is the minimum cover from finished surfaces for Rigid Nonmetallic conduit placed on roadways and shoulders?q 2q P T ?"6@`NNN?N     X 0 P T ?"6@`NNN?N Pq   X 0 P T ?"6@`NNN?N1PQ   X 0 P T ?"6@`NNN?NP  X 0H P 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 `T(  T T  ={0e0e 43"0e``p  { ` T H@{ ?"6@ NNN?N` pWhat is the minimum cover from finished surfaces for Rigid Nonmetallic conduit placed on roadways and shoulders?q 2q  T 6HE{?  X 0 DCORRECT! 2  F p T 0 T 6I{p X 0 ANext   2` T 0``H T 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 pX;(  X X  #{0e0e 43"0e``p  { ` X HP{ ?"6@ NNN?N` pWhat is the minimum cover from finished surfaces for Rigid Nonmetallic conduit placed on roadways and shoulders?q 2q  X s HS{0e0e 4#" 0e ``  { F p  X 0  X 6(V{p X 0 ANext   2` X 0``H X 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +=  0L0 <4\(  \ \ s *e{4  { "8(8X \  dh{0e0e 43"0e``p  { D \ Hi{ ?"6@ NNN?N` TWhich of the following should a Contractor do when an abandoned pipe is encountered?U 2U \ T ?"6@`NNN?N p   X 0 \ T ?"6@`NNN?N0P   X 0 \ T ?"6@`NNN?NP0p  X 0 \ T ?"6@`NNN?N0   X 0H \ 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +p  0L0 og `(  ` `  u{0e0e 43"0e``p  { D ` Hdv{ ?"6@ NNN?N` TWhich of the following should a Contractor do when an abandoned pipe is encountered?U 2U  ` 6{{?  X 0 DCORRECT! 2  F p  ` 0  ` 6 {p X 0 ANext   2`  ` 0``H ` 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 d(  d d  {0e0e 43"0e``p  { D d HT{ ?"6@ NNN?N` TWhich of the following should a Contractor do when an abandoned pipe is encountered?U 2U  d s 0{0e0e 4#" 0e   { F p  d 0  d 6d{p X 0 ANext   2` d 0``H d 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 h0(  h h s *{4P { "8(8X h  {0e0e 43"0e``p  {  h Hġ{ ?"6@ NNN?N` When 5% of the original contract amount is earned from other contract items, not including advances on materials, the contractor should be paid which of the following for mobilization? 2 h T ?"6@`NNN?NP p@ = X 0 h T ?"6@`NNN?Np   9 X 0 h T ?"6@`NNN?N` P  5 X 0 h T ?"6@`NNN?N  1 X 0H h 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0  lc(  l l  `{0e0e 43"0e``p  {  l HȮ{ ?"6@ NNN?N` When 5% of the original contract amount is earned from other contract items, not including advances on materials, the contractor should be paid which of the following for mobilization? 2  l 6д{?  X 0 DCORRECT! 2  F p  l 0  l 6{p 8X 0 ANext   2`  l 0``H l 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 p(  p p  DY{0e0e 43"0e``p  {  p H { ?"6@ NNN?N` When 5% of the original contract amount is earned from other contract items, not including advances on materials, the contractor should be paid which of the following for mobilization? 2  p s {0e0e 4#" 0e ``  { F p  p 0  p 6{p <X 0 ANext   2` p 0``H p 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +'  0L0 &t(  t t s *{4`@  { "8(8X t  4{0e0e 43"0e``p  { . t Hl{ ?"6@ NNN?N` x>HMAC vibratory rollers (not used for finish rolling) shall be:? 2? t T ?"6@`NNN?N   jX 0 t T ?"6@`NNN?N  fX 0 t T ?"6@`NNN?NPp bX 0 t T ?"6@`NNN?N0  ^X 0H t 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +Z  0L0 YQ (     {0e0e 43"0e``p  { .  H{ ?"6@ NNN?N` x>HMAC vibratory rollers (not used for finish rolling) shall be:? 2?   6{?  X 0 DCORRECT! 2  F p   0   6{p QX 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +z  0L0 yq  (     {0e0e 43"0e``p  { .  Hh{ ?"6@ NNN?N` x>HMAC vibratory rollers (not used for finish rolling) shall be:? 2?   s  {0e0e 4#" 0e `  { F p   0   6{p ZX 0 ANext   2`  0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +E  0L0 D<0(    s *@ |4  | "8(8X    |0e0e 43"0e``p  | L  H ?"6@ NNN?N` \Where can a list of approved manufacturers of steel reinforcement for concrete can be found?] 2]  T ?"6@`NNN?N   X 0  T ?"6@`NNN?N  X 0  T ?"6@`NNN?NP`p ~X 0  T ?"6@`NNN?N0p  zX 0H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +x  0L0 wo@ (     D|0e0e 43"0e``p  | L  H| ?"6@ NNN?N` \Where can a list of approved manufacturers of steel reinforcement for concrete can be found?] 2]   6$|?  X 0 DCORRECT! 2  F p   0   6!|p X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 P'(     '|0e0e 43"0e``p  | L  HH)| ?"6@ NNN?N` \Where can a list of approved manufacturers of steel reinforcement for concrete can be found?] 2]   s 8-|0e0e 4#" 0e `  | F p   0   6/|p X 0 ANext   2`  0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +B   0L0 A9` (    s *>|4Pp | "8(8X   tA|0e0e 43"0e``p  | _  HB| ?"6@ NNN?N` oWhich of the following are requirements when the contractor is using a Portable Changeable Message Sign (PCMS)?p 2p  T ?"6@`NNN?N   X 0  T ?"6@`NNN?N   X 0  T ?"6@`NNN?N  X 0  T ?"6@`NNN?N X 0   T ?"6@`NNN?N  X 0H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 p (     PN|0e0e 43"0e``p  | _  H S| ?"6@ NNN?N` oWhich of the following are requirements when the contractor is using a Portable Changeable Message Sign (PCMS)?p 2p   6 W|?c  X 0 DCORRECT! 2  F p   0   6[|p X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 :(     b|0e0e 43"0e``p  | _  Hc| ?"6@ NNN?N` oWhich of the following are requirements when the contractor is using a Portable Changeable Message Sign (PCMS)?p 2p   s h|0e0e 4#" 0e `  | F p   0   6j|p X 0 ANext   2`  0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +(  0L0 '(    s *y|4  | "8(8X   ||0e0e 43"0e``p  | /  H<}| ?"6@ NNN?N` y?What type of fertilizer is required when it is used near water?@ 2@  T ?"6@`NNN?N   X 0  T ?"6@`NNN?N0  X 0  T ?"6@`NNN?NP p X 0  T ?"6@`NNN?N0  X 0H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +[  0L0 ZR (     |0e0e 43"0e``p  | /  H8| ?"6@ NNN?N` y?What type of fertilizer is required when it is used near water?@ 2@   6L|?c  X 0 DCORRECT! 2  F p   0   6ȏ|p X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +{  0L0 zr (     |0e0e 43"0e``p  | /  H| ?"6@ NNN?N` y?What type of fertilizer is required when it is used near water?@ 2@   s |0e0e 4#" 0e `  | F p  0  6|p X 0 ANext   2`  0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +S  0L0 RJ(    s *T|4  | "8(8X   |0e0e 43"0e``p  | Z  H| ?"6@ NNN?N` jWhat is the required material to use when backfilling a signal conduit trench in an existing roadway area?k 2k  T ?"6@`NNN?N   X 0  T ?"6@`NNN?N    X 0  T ?"6@`NNN?N@@`   X 0  T ?"6@`NNN?N 0  X 0H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 } (     |0e0e 43"0e``p  | Z  Hp| ?"6@ NNN?N` jWhat is the required material to use when backfilling a signal conduit trench in an existing roadway area?k 2k   6|?c  X 0 DCORRECT! 2  F p   0   6|p X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 5(     |0e0e 43"0e``p  | Z  HP| ?"6@ NNN?N` jWhat is the required material to use when backfilling a signal conduit trench in an existing roadway area?k 2k   s d|0e0e 4#" 0e `@ | F p   0   6|p (X 0 ANext   2`  0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +U   0L0 TL (    s *|4  | "8(8X   d|0e0e 43"0e``p  | r  H| ?"6@ NNN?N` Which of the following Quality Compliance Documents are required for precast Concrete Barrier if supplied by an approved supplier? 2  T ?"6@`NNN?N  p  ZX 0  T ?"6@`NNN?N p P  gX 0  T ?"6@`NNN?N@ `  NX 0  T ?"6@`NNN?N   RX 0   T ?"6@`NNN?N   cX 0H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0  -(     l|0e0e 43"0e``p  | r  H| ?"6@ NNN?N` Which of the following Quality Compliance Documents are required for precast Concrete Barrier if supplied by an approved supplier? 2   6|?c  X 0 DCORRECT! 2  F p   0   6$~p =X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +b  0L0 aY(     H~0e0e 43"0e``p  ~ r  H~ ?"6@ NNN?N` Which of the following Quality Compliance Documents are required for precast Concrete Barrier if supplied by an approved supplier? 2   B ~ 4 `  ~ F p   0   6=p FX 0 ANext   2`  0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +(  0L0 ' (    s *~4  ~ "8(8X   \~0e0e 43"0e``p  ~ /  Hl ?"6@ NNN?N` y?What is the required post spacing for supported sediment fence?@ 2@  T ?"6@`NNN?N @  X 0  T ?"6@`NNN?N`  X 0  T ?"6@`NNN?NPp {X 0  T ?"6@`NNN?N0  wX 0H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +[  0L0 ZR0 (     \$~0e0e 43"0e``p  ~ /  H'~ ?"6@ NNN?N` y?What is the required post spacing for supported sediment fence?@ 2@   6+~?c  X 0 DCORRECT! 2  F p   0   6x/~p X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 @(     6~0e0e 43"0e``p  ~ /  Hd7~ ?"6@ NNN?N` y?What is the required post spacing for supported sediment fence?@ 2@   B ;~ 4 `  ~ F p   0   6@=~p X 0 ANext   2`  0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B ++  0L0 *"P(    s *K~4  ~ "8(8X    N~0e0e 43"0e``p  ~ 2  H@~ ?"6@ NNN?N` |BWhich of the following sheets shows the locations of Bid Item 860?C 2C  T ?"6@`NNN?N   X 0  T ?"6@`NNN?N`  X 0  T ?"6@`NNN?NPp X 0  T ?"6@`NNN?N0  X 0H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +^  0L0 ]U` (     X~0e0e 43"0e``p  ~ 2  H[~ ?"6@ NNN?N` |BWhich of the following sheets shows the locations of Bid Item 860?C 2C   6_~?c  X 0 DCORRECT! 2  F p   0   6c~p X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +"  0L0 !p(     (j~0e0e 43"0e``p  ~ 2  Htk~ ?"6@ NNN?N` |BWhich of the following sheets shows the locations of Bid Item 860?C 2C   B$o~ 4 `  ~ F p   0   6q~p X 0 ANext   2`  0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0  (     z~0e0e 43"0e``p  ~   H|~ ?"6@ NNN?N` The 12 pipe extension on Sheet 4B is NOT required to have watertight joints.N 2N   B~ 4` `  ~ "p`PpH  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0  E(     ~0e0e 43"0e``p  ~   H~ ?"6@ NNN?N` The 12 pipe extension on Sheet 4B is NOT required to have watertight joints.N 2N  6~?c  X 0 DCORRECT! 2  F p  0  6~p X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +z  0L0 yq  (     ~0e0e 43"0e``p  ~   H ~ ?"6@ NNN?N` The 12 pipe extension on Sheet 4B is NOT required to have watertight joints.N 2N  BԢ~ 4` `  ~ F p   0   6~p X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +:  0L0 91(    s *~4 ~ "8(8X   ~0e0e 43"0e``p  ~ A  H̸~ ?"6@ NNN?N` QThe required Erosion and Sediment Control Emergency Measures for the Project are:R 2R  T ?"6@`NNN?N`   3X 0  T ?"6@`NNN?Np   7X 0  T ?"6@`NNN?N0  /X 0  T ?"6@`NNN?N0   +X 0H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +m  0L0 ld (     ~0e0e 43"0e``p  ~ A  H~ ?"6@ NNN?N` QThe required Erosion and Sediment Control Emergency Measures for the Project are:R 2R   6P~?c  X 0 DCORRECT! 2  F p   0   6 ~p X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +1  0L0 0((     ~0e0e 43"0e``p  ~ A  H~ ?"6@ NNN?N` QThe required Erosion and Sediment Control Emergency Measures for the Project are:R 2R   B~ 4` `  ~ F p   0   6xp X 0 ANext   2`  0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 i(     X~0e0e 43"0e``p  ~ q  H~ ?"6@ NNN?N` Items such as strain poles, terminal cabinets, pedestrian and vehicle signals become the property of the contractor upon removal. 2  B~ 4E `  ~ "p`PpH  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0  ,(     ~0e0e 43"0e``p  ~ q  H~ ?"6@ NNN?N` Items such as strain poles, terminal cabinets, pedestrian and vehicle signals become the property of the contractor upon removal. 2  6D?c  X 0 DCORRECT! 2  F p  0  6p X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +a  0L0 `X  (     h 0e0e 43"0e``p   q  H,  ?"6@ NNN?N` Items such as strain poles, terminal cabinets, pedestrian and vehicle signals become the property of the contractor upon removal. 2  B  4& `   F p  0   6p #X 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 @ Y(       0e0e 43"0e``p   a   H ?"6@ NNN?N` qThe minimum required thickness of aggregate base material is 6 inches for sidewalk ramps and pedestrian landings.r 2r   B$ 4E `   "p`PpH   0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 P (     (-0e0e 43"0e``p   a  H( ?"6@ NNN?N` qThe minimum required thickness of aggregate base material is 6 inches for sidewalk ramps and pedestrian landings.r 2r  63?c  X 0 DCORRECT! 2  F p  0  67p HX 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +Q  0L0 PH` (     \?0e0e 43"0e``p   a  H@ ?"6@ NNN?N` qThe minimum required thickness of aggregate base material is 6 inches for sidewalk ramps and pedestrian landings.r 2r  BC 4& `   F p  0   6Ep QX 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 0(    s *S4   "8(8X   DV0e0e 43"0e``p   #  H|W ?"6@ NNN?N` m3At station CL 28+75 Lt., what is to be constructed?4 24  T ?"6@`NNN?N  mX 0  T ?"6@`NNN?N p iX 0  T ?"6@`NNN?N` eX 0  T ?"6@`NNN?N@ 0 aX 0H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +O  0L0 NFp (     a0e0e 43"0e``p   #  Hd ?"6@ NNN?N` m3At station CL 28+75 Lt., what is to be constructed?4 24   6hi?   X 0 DCORRECT! 2  F p   0   6\mp vX 0 ANext   2`   0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0  (     (s0e0e 43"0e``p   #  H`t ?"6@ NNN?N` m3At station CL 28+75 Lt., what is to be constructed?4 24   Bw 4 `:   F p   0   6zp X 0 ANext   2`  0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +:  0L0 91 (      s *440   "8(8X    |0e0e 43"0e``p   A   H ?"6@ NNN?N` QAt station CL 28+00, the second lift of HMAC base course shall be what thickness?R 2R   T ?"6@`NNN?N   X 0   T ?"6@`NNN?N`  X 0   T ?"6@`NNN?N X 0   T ?"6@`NNN?N`0P X 0H   0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +m  0L0 ld $(  $ $  0e0e 43"0e``p   A $ H ?"6@ NNN?N` QAt station CL 28+00, the second lift of HMAC base course shall be what thickness?R 2R  $ 6?s  X 0 DCORRECT! 2  F p  $ 0  $ 6p X 0 ANext   2`  $ 0``H $ 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +1  0L0 0(((  ( (  `0e0e 43"0e``p   A ( H ?"6@ NNN?N` QAt station CL 28+00, the second lift of HMAC base course shall be what thickness?R 2R  ( B 4f `   F p  ( 0  ( 68p X 0 ANext   2` ( 0``H ( 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +6  0L0 5-,(  , , s *40   "8(8X ,  Լ0e0e 43"0e``p   = , H4 ?"6@ NNN?N` MAt station CN 91+90, what is the thickness and type of wearing course needed?N 2N , T ?"6@`NNN?N  p  X 0 , T ?"6@`NNN?N0   X 0 , T ?"6@`NNN?N  X 0 , T ?"6@`NNN?N` P X 0H , 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +i  0L0 h` 0(  0 0  0e0e 43"0e``p   = 0 H, ?"6@ NNN?N` MAt station CN 91+90, what is the thickness and type of wearing course needed?N 2N  0 6?s  X 0 DCORRECT! 2  F p  0 0  0 6p X 0 ANext   2`  0 0``H 0 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +-  0L0 ,$4(  4 4  D0e0e 43"0e``p   = 4 H ?"6@ NNN?N` MAt station CN 91+90, what is the thickness and type of wearing course needed?N 2N  4 B\ 4f `   F p  4 0  4 6p X 0 ANext   2` 4 0``H 4 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 8(  8 8 s *4@   "8(8X 8  x0e0e 43"0e``p    8 H ?"6@ NNN?N` RHow is sign #57 mounted? 2 8 T ?"6@`NNN?N   X 0 8 T ?"6@`NNN?N X 0 8 T ?"6@`NNN?Np X 0 8 T ?"6@`NNN?Np@ ` X 0H 8 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +4  0L0 3+ <(  < <  0e0e 43"0e``p    < H< ?"6@ NNN?N` RHow is sign #57 mounted? 2  < 6, ?   X 0 DCORRECT! 2  F p  < 0  < 6hp X 0 ANext   2`  < 0``H < 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 @(  @ @  0e0e 43"0e``p    @ H ?"6@ NNN?N` RHow is sign #57 mounted? 2  @ Bp 4f `   F p  @ 0  @ 6Pp  X 0 ANext   2` @ 0``H @ 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B ++  0L0 *" D(  D D s *X#40   "8(8X D  %0e0e 43"0e``p   2 D H& ?"6@ NNN?N` |BWhich of the following is NOT correct for a construction entrance?C 2C D T ?"6@`NNN?N   %X 0 D T ?"6@`NNN?N  !X 0 D T ?"6@`NNN?N  X 0 D T ?"6@`NNN?N`P X 0H D 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +^  0L0 ]U0 H(  H H  ,30e0e 43"0e``p   2 H Hx4 ?"6@ NNN?N` |BWhich of the following is NOT correct for a construction entrance?C 2C  H 69?s  X 0 DCORRECT! 2  F p  H 0  H 6>p NX 0 ANext   2`  H 0``H H 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +"  0L0 !@L(  L L  C0e0e 43"0e``p   2 L HE ?"6@ NNN?N` |BWhich of the following is NOT correct for a construction entrance?C 2C  L BH 4 `   F p  L 0  L 6DKp JX 0 ANext   2` L 0``H L 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 `Tb(  T T  S0e0e 43"0e``p   j T H8U ?"6@ NNN?N` zThe Agency Archaeologist for this project is Patrick O Grady.> 2> T BV 4` `   "p`PpH T 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 p X%(  X X  Lf0e0e 43"0e``p   j X Hh ?"6@ NNN?N` zThe Agency Archaeologist for this project is Patrick O Grady.> 2> X 6m?s  X 0 DCORRECT! 2  F p X 0 X 6gp FX 0 ANext   2`  X 0``H X 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +Z  0L0 YQ \(  \ \  v0e0e 43"0e``p   j \ H\w ?"6@ NNN?N` zThe Agency Archaeologist for this project is Patrick O Grady.> 2> \ B{ 4& `   F p \ 0  \ 64}p SX 0 ANext   2`  \ 0``H \ 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 xPP(  P P s *܉4    "8(8X P  $0e0e 43"0e``p    P H\ ?"6@ NNN?N` According to Contract 13127, a steel-wheeled roller that is used for finish rolling of a Level 3 HMAC mix shall have a minimum static weight of _______. 2 P T ?"6@`NNN?N   oX 0 P T ?"6@`NNN?N   kX 0 P T ?"6@`NNN?Np@  gX 0 P T ?"6@`NNN?NP@@ cX 0H P 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 `C(  ` `  ؘ0e0e 43"0e``p    ` H ?"6@ NNN?N` According to Contract 13127, a steel-wheeled roller that is used for finish rolling of a Level 3 HMAC mix shall have a minimum static weight of _______. 2  ` 6<?c  X 0 DCORRECT! 2  F p  ` 0  ` 6p xX 0 ANext   2`  ` 0`` ` H ?"6@ NNN?N,` B8 tons ( 2H ` 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +x  0L0 wod(  d d  0e0e 43"0e``p    d H ?"6@ NNN?N` According to Contract 13127, a steel-wheeled roller that is used for finish rolling of a Level 3 HMAC mix shall have a minimum static weight of _______. 2  d Bp 4 `   F p  d 0  d 6p }X 0 ANext   2` d 0``H d 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +M  0L0 LDh(  h h s *(Ɓ40   "8(8X h  pȁ0e0e 43"0e``p   T h HɁ ?"6@ NNN?N` dThe placement tolerance for the thickness of lines for pavement markings are which of the following?e 2e h T ?"6@`NNN?N   X 0 h T ?"6@`NNN?N  X 0 h T ?"6@`NNN?N0 X 0 h T ?"6@`NNN?N` P X 0H h 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0L0 w l(  l l  ԁ0e0e 43"0e``p   T l HH؁ ?"6@ NNN?N` dThe placement tolerance for the thickness of lines for pavement markings are which of the following?e 2e  l 6݁?  X 0 DCORRECT! 2  F p  l 0  l 6߁p X 0 ANext   2`  l 0``H l 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +D  0L0 C;p(  p p  0e0e 43"0e``p   T p H` ?"6@ NNN?N` dThe placement tolerance for the thickness of lines for pavement markings are which of the following?e 2e  p Bd 4P `   F p  p 0  p 6p X 0 ANext   2` p 0``H p 0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +v  0L0 um@(  ~  s *4 `   ~  s *4p `   F p  p  6p AX 0 mNext  2BX 0`  0``H  0޽h ? +T3f3f___PPT10i.z`d"+D=' = @B +  0  (  X  C      S  0    H  0޽h ? 3380___PPT10.)rN<@?W` w+8hn.sy@IP0197ÑxƮ-K7: d@%+\297=mDLSYaghow'~}s=^:N@ue< (!n*618@G{NV]c?hn_u(z̀+7; t(m}&- ^$~+4[;B>JP$W_ flv|(X{^"W' X!D)/5=/D/JbRXp^ckjVyoM/1Oh+'0 hp  GENERAL INSPECTOR Lori Butlerhwym06b61Microsoft Office PowerPoint@ x@pc2Iz@@oLmGhg  ,V'&" WMFC^ <8