Projects

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Displaying 16241-16250 of 17307 results.
Project IDProject IdentifiersDIST-CO-RTE-PMWork DescriptionLocation DescriptionCaltrans Closeout DateMETS Service LevelActions
     
993617Project ID: 993617
DEA: 022J7004
EFIS: 0221000126
02-SIS-5,97-25.8 & 62.4, 23.22/61.31, 2.65/35Turnaround Snow Job 08/10/20231 (03/07/2022)Details CEM-3701 Report
211173Project ID: 211173
DEA: 031H4504
03-SAC-99-20.18, 20.2Turnbridge POC -repair bridge fence 12/01/20171 (10/19/2016)Details CEM-3701 Report
73Project ID: 73
DEA: 01403804
01-DN-199-8.9/56.5Turnouts to be constructed on existing 2-lane highway. 11/10/20101 (06/24/2008)Details CEM-3701 Report
213868Project ID: 213868
DEA: 041K5514
EFIS: 0417000229
COOP: 042704A3
04-SCL-85-R22.4/R23.9Twenty overhead signs. Fifteen (15) of which are new sign structures with CIDH pile foundations and five (5) existing signs to be modified.Along US 101 from near SR 237 in Sunnyvale to the Santa Clara/San Mateo County line in Palo Alto (6.5 miles) and along SR 85 from near SR 237 to the US 101/SR 85 interchange in Mountain View (1.5 miles).02/10/20212 (01/07/2019)Details CEM-3701 Report
5269Project ID: 5269
DEA: 08449714
08-SBD-83-0.9/1.0TWO YEAR PLANT ESTABLISHMENT AND MONITORING 07/29/20101 (07/29/2010)Details CEM-3701 Report
212756Project ID: 212756
DEA: 65A0617
---Type 15 FBS , ST-75 Bridge Rail, Type 85 Concrete Bridge Rail  NOT VERIFIEDDetails CEM-3701 Report
210188Project ID: 210188
DEA: 656A27520
EFIS: 0000001176
---Type 50C Median Barrier Test SectionCHP Academy - RSRG Dynamic Test Facility NOT VERIFIEDDetails CEM-3701 Report
208557Project ID: 208557
DEA: 65A0781
EFIS: 0017000212
03-YOL--Type 86H Concrete Bridge RailCaltrans Dynamic Test Facility NOT VERIFIEDDetails CEM-3701 Report
213391Project ID: 213391
DEA: 07257204
EFIS: 0700001840
COOP: 075106
07-LA-101-33.5/33.9U.S. 101 & Palo Comado Canyon Road InterchangeU.S. 101 & Palo Comado Canyon Road Interchange08/19/20212 (08/16/2018)Details CEM-3701 Report
795Project ID: 795
Permit Numbers: 0309NSN0737 0309NRD0993
03-SAC-50-15.81/15.812U.S. 50 on ramp (WB) will be widened approximately three feet to the east. The existing pavement on Hazel Avenue will be overlaid with 2" ARHM-GG. The maximum excavation depth (30.5") will occur on the SW shoulder between station 59+33.28 to 63+42.64. Along with the widening, curb, gutterHazel, Sacramento09/17/2014NOT VERIFIEDDetails CEM-3701 Report