HomeMy WebLinkAbout10-039 Discrepancies thru 8-5-11
LIONSHEAD TRANSIT CENTER DISCREPANCY LIST FOR KCE JOB NO. 10-039IN AN EFFORT TO IMPROVE OUR SERVICES AND THE COMMUNICATION BETWEEN TEAM MEMBERS, WE WILL BE PROVIDING THE FOLLOWING DISCREPANCY
LIST. THIS LIST WILL INCLUDE ANY DISCREPANCIES IDENTIFIED IN OUR FIELD REPORTS THRU THE LATEST REVIEWED FIELD REPORT. CONCRETE AND GROUT DISCREPANCIES WILL ONLY BE NOTED FOR CONCRETE
OR GROUT THAT DOES NOT MEET THE 28 DAY STRENGTH REQUIREMENTS. THE DISCREPANCY LIST WILL BE UPDATED ON A WEEKLY BASIS (DAILY FOR CONCRETE) AND WILL BE SENT OUT EVERY WEEK. IF YOU HAVE
ANY QUESTIONS, PLEASE CALL.PROPOSED LIONSHEAD TRANSIT CENTER, VAIL, COLORADO KCE JOB NO. 10-039 8/5/11 SHEET 1 OF 8
LIONSHEAD TRANSIT CENTER DateDaily Report No.DiscrepancyLocationResolved (y/n)Resolution DateNone to date EXCAVATION OBSERVATIONS -DISCREPANCIES KCE JOB NO. 10-039 8/5/11 SHEET 2 OF
8
LIONSHEAD TRANSIT CENTER DateDaily Report No.DiscrepancyLocationResolved (y/n)Resolution Date08/17/101Low densitiesTests 1 and 2y08/26/1009/29/1026ALow densitiesTest 69y09/30/1010/02/1029Failed
Proof-rollSta. 4+40 to 5+59y10/04/1010/06/1032ALow densitiesTests 86 and 87y10/07/1010/09/1034ALow densityTest 94y11/04/1010/10/1035Low densityTest 96 (Re-test of Test 94)y11/04/1010/11/1036AFill
in base of excavationECO Building -Gridlines A.0-C.0/8.0y10/20/1010/15/1040AFill in base of excavationECO Building -Gridlines A.0-C.0/8.0y10/20/1011/17/1062Fill below snow storage slabTests
200, 201, and 202y202 (11/19/10), 200 & 201 7-13-1111/19/1064Fill below snow storage slabTest 203 204y07/13/1101/05/1191ALow densitiesTests 320 and 321y07/13/11 SOIL COMPACTION, OTHER
OBSERVATIONS -DISCREPANCIES KCE JOB NO. 10-039 8/5/11 SHEET 3 OF 8
LIONSHEAD TRANSIT CENTER DateDaily Report No.DiscrepancyLocationResolved (y/n)Resolution Date11/10/10LTC-01Welder Certifications Not ProvidedN/Ay11/15/10 STRUCTURAL STEEL -DISCREPANCIES
KCE JOB NO. 10-039 8/5/11 SHEET 4 OF 8
LIONSHEAD TRANSIT CENTER DateDaily Report No.DiscrepancyLocationResolved (y/n)Resolution Date09/28/1025CRebar placed does not match detail on 6/S210Gridlines E-1.5 to E-3.0/E-Ay10/18/1010/21/1044CReb
ar placed does not match detail on 9/S215Level 2 -Upper landingy11/01/1010/29/1048BRebar specification not in plansLevel 1 Stair Slabsy12/15/1011/11/1057ARebar Placed does not match
plansGridlines A.0-C.0/6.1y11/12/1011/13/1059DRebar Placed does not match plansGridlines C.0/1.0-6.0y11/15/1012/27/1085CRebar Placed does not match plans (sump pit)Gridlines A.2/6.4y01/03/11
(RFI #122)01/03/1189A 89BTop mat of rebar not in placeGridlines A.0-C.0/6.1-8.0y01/05/11 REINFORCING STEEL (REBAR) -DISCREPANCIES KCE JOB NO. 10-039 8/5/11 SHEET 5 OF 8
LIONSHEAD TRANSIT CENTER DateDaily Report No.DiscrepancyLocationResolved (y/n)Resolution DateNone to date MASONRY OBSERVATIONS -DISCREPANCIES KCE JOB NO. 10-039 8/5/11 SHEET 6 OF 8
LIONSHEAD TRANSIT CENTER Cast DateDiscrepancyItem CastApproximate LocationDid Concrete meet 28 day Compressive Strength (yes/no)Did Concrete meet 28 day Compressive Strength at 56 days
(yes/no)09/18/10Low concrete strengthRetaining WallGridlines E.0 to B.5NoYes09/30/10Low concrete strengthPedestrian Bridge Side Wall20' North of Gridlines E-A.0/E-3.6NoNo (Resolved 7-13-11)10/29/10Lo
w concrete strengthSidewalk on South Side of South Frontage RoadSta. 11+30 to Sta. 12+00NoNo (Resolved 7-13-11)11/03/10Low concrete strengthCurb and Gutter60' East of Northwest Corner
of South Drive-in/Drive-out WallNoYes11/12/10Low concrete strengthStructural Slab-on-grade Between Existing and Pedestrian WallGridlines E-D.2/E-1NoYes11/23/10Low concrete strengthECO
Building WallGridlines A.1/1.0NoYes06/10/11Low concrete strengthECO Building Driveway Slab-on-grade96' to 144' East of West EndNoNo CONCRETE DISCREPANCIES KCE JOB NO. 10-039 8/5/11 SHEET
7 OF 8
LIONSHEAD TRANSIT CENTER DateDaily Report No.DiscrepancyLocationResolved (y/n)Resolution DateNone to date ASPHALT DISCREPANCIES KCE JOB NO. 10-039 8/5/11 SHEET 8 OF 8