HomeMy WebLinkAbout10-039 Discrepancies thru 1-5-11 LIONSHEAD TRANSIT CENTER
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 1/5/11 SHEET 1 OF 8
LIONSHEAD TRANSIT CENTER
EXCAVATION OBSERVATIONS-DISCREPANCIES
Date Daily Report No. Discrepancy I.ocation Resolved(y/n) Resolution Date
None to date
KCE JOB NO.10-039 1/5/11 SHEET 2 OF 8
LIONSHEAD TRANSIT CENTER
SOIL COMPACTION,OTHER OBSERVATIONS-DISCREPANCIES
Date Daily Report No. Discrepancy Location Resolved(y/n) Resolution Date
08/]7/l0 1 Low densities Tests 1 and 2 08/26/10
09/29/10 26A Low densities Test 69 y 09/30/l0
10/02/10 29 Failed Proof-roll Sta.4+40 to 5+59
10/06/10 32A Low densities Tests 86 and 87 y 10/07/]0
10/09/10 34A Low densit Test 94 l t/04/10
10/]0/10 35 Low density Test 96(Re-test of Test 94) y 11/04/]0
10/1 I/10 36A Fill in base of excavafion FCO Buildiu -Gridlines A.0-C.0/8.0 10/20/10
10/15/10 40A Fill in base of excavation ECO Building-Gridlines A.0-C.0/8.0 y 10/20/]0
1 1/]7/10 62 Fill below snow stora e slab Tests 200,201,and 202 Partial Test 202(1 l/19/10)
11/]9/10 64 Fill below snow storage slab Test 203
Ol/OS/10 91A Low densities Tests 320 and 321
KCE JOB NO.10-039 1/5/11 SHEET 3 OF 8
LIONSHEAD TRANSIT CENTER
STRUCTURAL STEEL-DISCREPANCIES
Date Daily Report No. Discrepancy Location Resolved(y/n) Resolution Date
11/]0/l0 LTC-01 WelderCe�tifcationsNotProvidsd N/A Il/]5/10
KCE JOB NO.10-039 1/5/11 SHEET 4 OF 8
LIONSHEAD TRANSIT CENTER
REINFORCING STEEL(REBAR)-DiSCREPANCIES
Date Daily Report No. Discrepancy Location Resolved(y/n) Resolution Date
09/28/l0 25C Rebar laced does not match detail on 6/S210 Gridlines E-1.5 Yo E-3.0/E-A 10/]8/10
10/21/10 44C Rebar laced does not match detail on 9/5215 Leve12-U er landing y 11/O1/10
10/29/10 48B Rebar s ecification not in lans Level I Stair Slabs L2/15/10
11/11/10 57A RebarPlaced does notmatch lans Gridlines A.0-C.0/6.1 y 11/]2/10
1 1/13/10 59D Rebar Placed does not match lans Gridlines C.0/1.0-6.0 l l/15/10
12/27/10 85C Rebar Placed does not match lans(sum it) Gridlines A2/6.4
Ol/03/11 89A To matofrebarnotin lace GridlinesA.O-C.0/6.1-8.0 Ol/OS/11
KCE JOB NO.10-039 1/5/11 SHEET 5 OF 8
LIONSHEAD TRANSIT CENTER
MASONRY OBSERVATIONS-DISCREPANCIES
Date Daily Report No. Discrepancy I.ocation Resolved(y/n) Resolution Date
None to date
KCE JOB NO.10-039 1/5/11 SHEET 6 OF 8
LIONSHEAD TRANSIT CENTER
CONCRETE DISCREPANCIES
Did Concrete meet 28 day Compressive Did Concrete meet 28 day Compressive
Cast Date Discrepancy Item Cast Approximate Location Strength(yes/no) Strength at 56 days(yes/no)
09/18/l0 Low concreYe sSren th ReCainin Wall Gridlines E.0 to B.5 No Yes
09/30/10 Low conerete strength Pedestrian Bridge Side Wall 20'North of Giidlines E-A.0/E-3.6 No No
Sidewalk on South Side of South
10/29/]0 Low conerete stren th Fronta e Road Sta.11+30 to Sta.12+00 No No
60'F.asC of Northwest Corner of South Drive-
1 1/03/10 Low concrete strength Curb and Gutter in/Drive-out Wall No Yes
Structural Slab-on-grade Between
l 1/]2/10 Low concrete stren th F,xistin and Pedestrian Wall Gridlines E-D.2/F.,-1 No
11/23/10 Low concrete stren th ECO Buildi❑ Wall Gridlines A.1/LO No
KCE JOB NO.10-039 1/5/11 SHEET 7 OF 8
LIONSHEAD TRANSIT CENTER
ASPAALT DISCREPANCIES
Date Daily Report No. Discrepancy Location Resolved(y/n) Resolution Date
None to date
KCE JOB NO.10-039 1/5/11 SHEET 8 OF 8