HomeMy WebLinkAbout10-039 Discrepancies thru 1-6-11 I,IONSHEAD TRANSIT CF.,NTER
DISCREPANCY LIST FOR KCE JOB NO. 10-039
PROPOSED LIONSHEAD TRANSIT CENTER, VAIL, COLORADO
IN 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.
KCE JOB NO.10-039 1/6/11 SH�ET 1 OF 8
I,IONSHEAD TRANSIT CF.,NTER
EXCAVATION OBSERVATiONS-DISCREPANCIES
Date Daily Report No. Discrepancy Location Resolved(y/n) Resolution Date
None to date
KCE JOB NO.10-039 1/6/11 SH�ET 2 OF 8
I,IONSHEAD TRANSIT CF.,NTER
SOIL COMPACTION,OTHER OBSERVATIONS-DISCREPANCIES
Date Daily Report No. Discrepancy Loca[ion Resolved(y/n) Resolution Date
08/17/10 1 Low densities Tests 1 and 2 y 08/26/10
09/29/10 26A Low densiCies Tes[69 y 09/30/10
10/02/10 29 Failed Proof-roll Sta.4+40 to 5+59 y 10/04/10
10/06/10 32A Low densities Tests 86 and 87 y 10/07/10
10/09/I O 34A Low density Test 94 y I L/04/I O
10/10/10 35 I,ow density Test 96(Re-test ot�Test 94) 11/04/10
10/I ULO 36A Pill in base of excavation GCO Building-Gridlines A.0-C.0/8.0 y 10/20/I O
10/15/10 40A Fill in base of excavation ECO Building-Gridlines A.0-C.0/8.0 10/20/10
11/17/10 62 Fill below snow storage slab Tests 200,201,and 202 Partial Test 202(11/l9/10)
11/19/10 64 Fill below snow storage slab Test 203
Ol/OS/L L 9LA Low densities Tests 320 and 321
KCE JOB NO.10-039 I/6/11 SH�ET 3 OF 8
I,IONSHEAD TRANSIT CF.,NTER
STRUCTURAL STEEL-DISCREPANCIES
Date Daily Report No. Discrepancy Loca[ion Resolved(y/n) Resolution Date
11/10/10 LTGO1 Welder Certifications Not Provided N/A y 1 L/15/10
KCE JOB NO.10-039 I/6/11 SH�ET 4 OF 8
I,IONSHEAD TRANSIT CF.,NTER
REINFORCING STEEL(REBAR)-DISCREPANCIES
Date Daily Report No. Discrepancy Loca[ion Resolved(y/n) Resolution Date
09/28/10 25C Rebar placed does not match detail on 6/S210 Gridlines L-1 S to C-39/C-A y 10/18/10
10/21/10 44C Rebar placed does not match detail on 9/5215 Leve12-Upper landing y 11/01/10
10/29/10 48B Rebar specification not in plans Level 1 Stair Slabs y 12/IS/10
11/11/10 57A Rebar Placed does not match plans Gridlines A.0-C.0/6.1 y 11/12/10
I L/13/IO 59D Rebar Placed does not match plans Gridlines CO/I.0-6.0 y I L/15/IO
12/27/10 85C Rebar Placed does not maech plans(sump pit) Gridlines A.2/6.4 Ol/03/]](RP[#122)
01/03/L 1 89A Top mat of rebar not in place Gridlines A.0-C.0/6.1-8.0 y 01/OS/I 1
KCE JOB NO.10-039 I/6/11 SH�ET 5 OF 8
I,IONSHEAD TRANSIT CF.,NTER
MASONRY OBSERVATiONS-DISCREPANC�ES
Date Daily Report No. Discrepancy Location Resolved(y/n) Resolution Date
None to date
KCE JOB NO.10-039 1/6/11 SH�ET 6 OF 8
I,IONSHEAD TRANSIT CF.,NTER
CONCRETE DISCREPANCIES
Did Concrete meet 28 day Compressive Did Concrete meet 28 day Compressive
Cast Datc Discrepancy Item Cast Approximate Location Strength(yes/no) Strength at 56 davs(yes/no)
09/18/10 Low concrete strength Retaining Wall Gridlines GA to B.5 No Yes
09/30/10 Low concrete stren th Pedestrian Bridga Side Wall 20'North oP Gridlines E-A.0/E3.6 No No
Sidewalk on South Side of South
10/29/10 Low concrete sCrength 1^rontage Road Sta.11+30 to Sta.12+00 No No
60'Gast of Northwest Corner of South Drive-
11/03/10 Low concrete stren th Curb and GutYer in/Drive-out Wall No Yes
Structural Slab-on-grade Between
11/12/10 Low concrete stren th Existing and PedesCrian Wall Gridlines E-D.2/E-1 No Yes
1 I/23/10 Low concrete strength GCO Building Wall Gridlines A.1/1.0 No
KCE JOB NO.10-039 1/6/11 SH�ET 7 OF 8
I,IONSHEAD TRANSIT CF.,NTER
ASPHALT DISCREPANCIES
Date Daily Report No. Discrepancy Loca[ion Resolved(y/n) Resolution Date
None to date
KCE JOB NO.10-039 I/6/11 SH�ET 8 OF 8