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DOC3_Doc_Info_Known (type: esriFieldTypeString, alias: DOC-3. Documentation or information cited below must be present at the control point or submitted and approved, with results know to participants., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q1_Qual_Issues_Resolved (type: esriFieldTypeString, alias: 1. Have all outstanding issues related to the quality of work associated with this control point been resolced?, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q5_Reinforce_Securely (type: esriFieldTypeString, alias: 5. Reinforcement in designated position and securely held in
position.(03211), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q6_Wire_Bars_Intersect (type: esriFieldTypeString, alias: 6. Wire bars together with ties at all intersections except when spacing is
less than 9 inches in each direction, in which case, tie at alternate
intersections; unless otherwise specified in the plans. (03211), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q7_Maintain_Spec_Dist (type: esriFieldTypeString, alias: 7. Maintain the specified distance from the forms and between layers of
reinforcement by means of prefabricated chairs, ties, hangers, or other
approved devices. (03211), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q8_Precast_Conc_Block (type: esriFieldTypeString, alias: 8. Precast concrete block bar supports are only allowed when the concrete
is placed in contact with the soil and then only as the support for the
bottom mat of bars. (03211), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q10_Overlap_Panel_Welded (type: esriFieldTypeString, alias: 10. Overlap at least one panel of welded-wire fabric sheets to each other and
fasten at the ends and edges. (03211), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q11_Support_Rein_Steel (type: esriFieldTypeString, alias: 11. Support reinforcing steel for concrete 'T' beams, pier caps, approach slabs,
and deck slabs on metal chairs or slab bolsters in accordance with (03211
2.4)., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q12_Space_Chairs_Support (type: esriFieldTypeString, alias: 12. Space chairs for supporting the top steel and bolsters for supporting the
bottom steel not more than 4 ft on center of the bar in each direction.
(03211), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q13_Tie_Deck_Reg_Inter (type: esriFieldTypeString, alias: 13. Tie deck steel to beams or forms at regular intervals of not more than 5 ft
on center along the beams to prevent steel movement during concrete
placement; unless otherwise specified in plans. (03211), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q14_Support_Rein_Steel_Slabs (type: esriFieldTypeString, alias: 14. Support reinforcing steel for slabs on grade on metal chairs attached to a
sand plate, or use precast concrete block supports in accordance with
03211 2.4., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q15_Bars_Being_Cut (type: esriFieldTypeString, alias: 15. If bars are being cut they need to be coated with epoxy and can not be
flame cut. (03211 3.2), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q16_Splices_Accordance_Spec (type: esriFieldTypeString, alias: 16. If bars are being cut they need to be coated with epoxy and can not be
flame cut. (03211 3.2), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q22_Burlap_Poly_Film (type: esriFieldTypeString, alias: 22. Is there burlap and polyethylene film (clear or white 4 mil plastic) on site
for curing?, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q23_Prior_Fill_Pipe (type: esriFieldTypeString, alias: 23. Prior to filling pipe piles with concrete, verify that they are free of water
and debris., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q24_Verify_False_Work (type: esriFieldTypeString, alias: 24. Verify that all false work need is in place., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q25_Const_Joint_Loc_Shown (type: esriFieldTypeString, alias: 25. Are construction joints in the locations as shown in the plans or placing
schedule? (03310 3.10), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q26_Foms_Mortar_Tight (type: esriFieldTypeString, alias: 26. Are forms mortar-tight, true to dimensions, lines, and grades? Are the
forms free of excessive undulations, smooth, and of consistent texture?
Are the forms clean, treated with form oils, and embedded materials
installed? (03310 3.1), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q29_Screed_Rails_Extend (type: esriFieldTypeString, alias: 29. Screed rails are extended beyond the finishing area and check screed rail
areas are secure?, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q30_Verify_Place_Reinf_Steel (type: esriFieldTypeString, alias: 30. Verify that the placement of reinforcing steel in the expansion joint
matches what is specified in the plans., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q31_Field_Tol_Expan (type: esriFieldTypeString, alias: 31. Field tolerances for Expansion joint verified after the joint system
components are installed but before placing concrete [05835 3.8/A], SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q32_Field_Tol_Expan (type: esriFieldTypeString, alias: 32. Field tolerances for Expansion joint verified after the joint system
components are installed but before placing concrete [05835 3.8/A], SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q33_Verify_Expan_Joint (type: esriFieldTypeString, alias: 33. Verify that the Expansion joint systems has no twists, bends, and warping., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q34_Block_Width_Cores (type: esriFieldTypeString, alias: 34. The block out width corresponds to the appropriate ambient temperature
at the time of concrete placement?, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q35_UTBC_Grade_Pass (type: esriFieldTypeString, alias: 35. Has the UTBC Grade been Pass off and meet compcation, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q36_Do_Not_Place_Appr (type: esriFieldTypeString, alias: 36. Do not place the approach slab until the sleeper slab concrete has been in
place at least seven days or has attained 75 percent of specified 28 day
compressive strength based on filed cured cylinders, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q38_Check_elev_dimension (type: esriFieldTypeString, alias: 38. Check top of forms elevation and dimensioning, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q39_Forms_accord_Plan (type: esriFieldTypeString, alias: 39. Forms according to plan and braced sufficiently to retain shape and
position., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q41_Const_Struc_Loc_Shown (type: esriFieldTypeString, alias: 41. Are construction joints in the locations as shown in the plans or placingschedule? (03310 3.10), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q42_Forms_Mortar_Tight (type: esriFieldTypeString, alias: 42. Are forms mortar-tight, true to dimensions, lines, and grades? Are the
forms free of excessive undulations, smooth, and of consistent texture?
Are the forms clean, treated with form oils, and embedded materials
installed? (03310 3.1), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q44_Place_Reind_Desig (type: esriFieldTypeString, alias: 44. Place all reinforcement in designated position and securely hold in
position while placing and compacting concrete.(03211), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q45_Wire_Bar_Together (type: esriFieldTypeString, alias: 45. Wire bars together with ties at all intersections except when spacing is
less than 9 inches in each direction, in which case, tie at alternate
intersections; unless otherwise specified in the plans. (03211), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q46_Maint_Spec_Dist (type: esriFieldTypeString, alias: 46. Maintain the specified distance from the forms and between layers of
reinforcement by means of prefabricated chairs, ties, hangers, or other
approved devices. (03211), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q47_Precast_Conc_Block (type: esriFieldTypeString, alias: 47. Precast concrete block bar supports are only allowed when the concrete
is placed in contact with the soil and then only as the support for the
bottom mat of bars. (03211), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q49_Overlap_One_Panel (type: esriFieldTypeString, alias: 49. Overlap at least one panel of welded-wire fabric sheets to each other and
fasten at the ends and edges. (03211), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q50_Sup_Reinf_Steel_Conc (type: esriFieldTypeString, alias: 50. Support reinforcing steel for concrete 'T' beams, pier caps, approach slabs,
and deck slabs on metal chairs or slab bolsters in accordance with (03211
2.4)., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q51_Space_Chairs_Support (type: esriFieldTypeString, alias: 51. Space chairs for supporting the top steel and bolsters for supporting the
bottom steel not more than 4 ft on center of the bar in each direction.
(03211), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q52_Tie_Deck_Steel (type: esriFieldTypeString, alias: 52. Tie deck steel to beams or forms at regular intervals of not more than 5 ft
on center along the beams to prevent steel movement during concrete
placement; unless otherwise specified in the plans. (03211), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q53_Support_reinf_Steel_Slab (type: esriFieldTypeString, alias: 53. Support reinforcing steel for slabs on grade on metal chairs attached to a
sand plate, or use precast concrete block supports in accordance with
03211 2.4., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q54_Prop_Dist_Maint (type: esriFieldTypeString, alias: 54. Is proper distance from forms being maintained?, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q55_Bars_Cut_Coat_Epox (type: esriFieldTypeString, alias: 55. If bars are being cut they need to be coated with epoxy and can not be
flame cut. (03211 3.2), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q56_Splice_Plan_Spec (type: esriFieldTypeString, alias: 56. Are splices in accordance with the plans and specifications? (03211 3.3), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q61_Survey_Comp_Appr_offset (type: esriFieldTypeString, alias: 61. Has survey been completed with appropriate offsets? Is the shaft being drilled in the correct location?, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q62_Drilled_Shaft_ex (type: esriFieldTypeString, alias: 62. Has the drilled shaft been excavated to design depth?, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q63_Bottom_Excav (type: esriFieldTypeString, alias: 63. Is the bottom of excavation clean; are there any known or visual cave ins of sidewall?, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q64_Reinforc_Steel_Clearence (type: esriFieldTypeString, alias: 64. Reinforcing Steel clearances meet spec and rebar cage layout and splices are per plan?, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q65_Reinf_Steel_Verif (type: esriFieldTypeString, alias: 65. Reinforcing steel verified as correct, acceptable anchor bolts properly placed and oriented in correct direction and secured., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q66_Are_Spacers_Inst (type: esriFieldTypeString, alias: 66. Are there spacers installed on the rebar cage at right spacing?, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q67_Sonotubes_Inst_Correct (type: esriFieldTypeString, alias: 67. Have the Sonotubes been installed to correct elevation and supported properly, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q68_Utility_Cond_Inst (type: esriFieldTypeString, alias: 68. Are all utility conduit install as per plans, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q69_Prior_To_Filling_Pipe (type: esriFieldTypeString, alias: 69. Prior to filling pipe piles with concrete, verify that they are free of water and debris., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q70_Drill_Shaft_Straight (type: esriFieldTypeString, alias: 70. Are drill shafts straight, vertical holes to the base elevations shown on the plans or as determined by Design-Builder's Structural Engineer., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q71_Water_Drilling_Oper (type: esriFieldTypeString, alias: 71. Do not use water for drilling operations, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q72_Remove_Loose_Material (type: esriFieldTypeString, alias: 72. Remove all loose material from the bottom of the excavations and use appropriate means such as a cleanout bucket or air lift to clean the bottom of the excavation of all shafts., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q73_Place_Min_Thick (type: esriFieldTypeString, alias: 73. Place a minimum thickness of 6 inches, and a maximum of 3 ft of bedding material to provide a flat bearing surface for the reinforcement cage and grout plate assembly, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q75_Leave_Uncased_Port (type: esriFieldTypeString, alias: 75. Do not leave the uncased portion of a drilled shaft open for more than 24 hours after drilling., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q77_Inst_Drill_Shaft_Within (type: esriFieldTypeString, alias: 77. Install the drilled shaft within 3 inches of the plan position in the horizontal plane at the plan elevation of the top of the shaft., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q78_Inst_Drill_Shaft_vert (type: esriFieldTypeString, alias: 78. Install the drilled shaft so the vertical alignment of the shaft excavation does not vary from the plan alignment by more than 0.25 inches per foot of depth., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q79_Inst_Drill_Shaft_Top (type: esriFieldTypeString, alias: 79. Install the drilled shaft so the top of the reinforcing steel cage is no more than 2 inches below the plan elevation. Due to the uncertainty in final shaft excavation elevation from placement of the gravel for the base grouting the contractor may elect to fabricate the cage with excess length which would then be required to be cut-down to no more than 2 inches below the plan elevation., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q80_Ens_Shaft_Sidewalls (type: esriFieldTypeString, alias: 80. Ensure that the shaft sidewalls are clean and free of excessive slurry filter cake and other deleterious substances immediately prior to placing the rebar cage in the shaft., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q81_Geotech_Eng_Cont (type: esriFieldTypeString, alias: 81. Was the geotechnical engineer contacted about tip depth and embedment material?, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q83_Place_Cage_Grouting (type: esriFieldTypeString, alias: 83. Place the cage with grouting apparatus in a vertical alignment down the center of the shaft excavation., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q84_Ensure_Shaft_Sidewall (type: esriFieldTypeString, alias: 84. Ensure that the shaft sidewalls are clean and free of excessive slurry filter cake and other deleterious substances immediately prior to placing the rebar cage in the shaft., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q85_ClassAA_Conc_Ent (type: esriFieldTypeString, alias: 85. Class AA (AE) concrete, except that air entrainment is not required for concrete more than 9 feet below top of drilled shaft with f'c = 4,000 psi minimum. Refer to Section 03055. Provide a target slump of at least 6.5 inch., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q86_Mod_Foll_Placed (type: esriFieldTypeString, alias: 86. Modify as follows when placed under water: Use at least seven bags of cement per cubic yard. Provide equipment capable of pumping specified concrete. Use high range water reducers (super plasticizers) according to Section 03055. Keep slump between 4 and 8 inches when tested at the truck., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q87_Tremie_Spout_Prev (type: esriFieldTypeString, alias: 87. Use a tremie or spout to prevent concrete from striking the steel-reinforcing cage, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q88_CSL_Test_Base_Grout (type: esriFieldTypeString, alias: 88. After CSL testing and base grout have been completed, fill all CSL tubes and/or grout access lines with grout., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
EVP_4 (type: esriFieldTypeString, alias: EVP Prior to construction of column or cap atop drilled shafts, verify location, concrete strengths, testing requirements, and repair or remediation of any deficiencies., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q89_Dowl_Prop_Size (type: esriFieldTypeString, alias: 89. Are dowels proper size, and are they epoxy coated, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q90_Dowel_Installed (type: esriFieldTypeString, alias: 90. Are dowels installed and the proper location, spacing and embedment
depth and epoxied into the predrill clean holes when installed in PCCP., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q92_Splice_Accord_Plans_Spec (type: esriFieldTypeString, alias: 92. Are splices in accordance with the plans and specifications? (03211 3.3), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q93_Proper_Dist_Maint (type: esriFieldTypeString, alias: 93. Is proper distance from forms being maintained?, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q94_Maint_Spec_Dist (type: esriFieldTypeString, alias: 94. Maintain the specified distance from the forms and between layers of
reinforcement by means of prefabricated chairs, ties, hangers, or other
approved devices. (03211), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q95_Do_Not_Inst_Parapet (type: esriFieldTypeString, alias: 95. Do not allow the installation of the parapet forms to interrupt the curing
of the deck and approach slabs when installed before curing is complete, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q96_Util_Cond_Inst (type: esriFieldTypeString, alias: 96. Are all utility conduits install as per plans, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q97_Forms_Accord_Plan (type: esriFieldTypeString, alias: 97. Forms according to plan and braced sufficiently to retain shape and
position., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q98_Const_Joints_Locat_Shown (type: esriFieldTypeString, alias: 98. Are construction joints in the locations as shown in the plans or placing
schedule? (03310 3.10), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q99_Forms_Mortar_True_Dim (type: esriFieldTypeString, alias: 99. Are forms mortar-tight, true to dimensions, lines, and grades? Are the
forms free of excessive undulations, smooth, and of consistent texture?
Are the forms clean, treated with form oils, and embedded materials
installed? (03310 3.1), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q100_Prop_Form_Liner_Inst (type: esriFieldTypeString, alias: 100. Is the proper form liner installed as per plan details ., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q101_Lift_Placed_Tested (type: esriFieldTypeString, alias: 101. Lift placed and tested according to MS&TR?, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q102_Dampen_Subgrade_Conc (type: esriFieldTypeString, alias: 102. Dampen the subgrade just before concrete placement., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q103_Soft_Yield_Not_Cor (type: esriFieldTypeString, alias: 103. Soft or yielding areas were not corrected., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q104_Grade_Uniform_Prop (type: esriFieldTypeString, alias: 104. UTBC Type II: Grade is uniform and at proper elevation for placement
method?, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q109_Reinforcing_Steel_Inst (type: esriFieldTypeString, alias: 109. Is the reinforcing steel installed as per manufacturer recommendations
for crash cushions?, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q110_Free_Warps_Bends (type: esriFieldTypeString, alias: 110. Use wood, metal, reinforced fiberglass, or plastic forms free of warps or
bends and of sufficient strength to prevent deflection during the
placement of concrete., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q124_Forms_Accord_Plan (type: esriFieldTypeString, alias: 124 .Forms according to plan and braced sufficiently to retain shape and
position., SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Q125_Forms_Mortar_Tight (type: esriFieldTypeString, alias: 125. Are forms mortar-tight, true to dimensions, lines, and grades? Are the
forms free of excessive undulations, smooth, and of consistent texture?
Are the forms clean, treated with form oils, and embedded materials
installed? (03310 3.1), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
DOC1_Sub_Meet_Proj_Req (type: esriFieldTypeString, alias: DOC-1. Have all submittals required by specification and drawings associated with this control point been provided and meet project requirements?, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
DOC2_Tests_Comp_Sub_Pass (type: esriFieldTypeString, alias: DOC-2. Have all required tests associated with this control point been completed, submitted, and found to be passing?, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Pass: Pass], [Fail: Fail], [NA: N/A])
Templates:
Name: New Feature
Description:
Drawing Tool: esriFeatureEditToolNone
Prototype: