ST8402-CS 891129To: Steve Goram
From: JohnS. Karl~ruh~, ~-'.J~. i~ .~.~
11/6/. Monday (63o-.')
North & South Projects
Brooks-Maltbv. Inc. - Sawing rigid galvanized conduit risers from
bridge columns.
11/7/89 Tuesday (59°-81°) clear, warm, sunny; 8:00 - 11:30 AM,
1:25 - 2:45 PM
North Project
Not working
South Project
Brooks-Maltby, Inc. - 3 laborers, 1 backhoe - Start work on
Grapevine Creek Bridge lighting conduit on northeast and north
median side of bridge.
11/8/89 Wednesday (50°-76°) cool, sunny, PM-windy
North Project
Surveyors staking northbound 34' width and left turn lane right
of centerline Sta. 166+58 to 170+41.32.
South Project
Brooks-Maltby, Inc. - 3 laborers, 1 backhoe - Installing bridge
lighting conduits, sweeps and pull boxes on north side of bridge
in median nose at Meadow Creek intersection.
L. H. Lacy Co. - Scott Balch submitted rough draft copies of
estimates on north and south project.
Sub-Contractor - Watering median islands from 1:00 PM to 3:30 PM.
11/9/89 Thursday (36°-75°) AM cold, wind chill 28°, PM clear, mild
North Project
L. H. Lacy Co. - Bo Costlow, 3 men, 1 scraper, 1 blade
Mobilized from sub-division in Coppell approximately 2 miles from
project (Meadows sub-division). Excavating and making grade
right of centerline Sta. 166+58 to Sta. 170+41.32.
South Project
Brooks-Maltbv, Inc. 3 laborers, 1 backhoe - Same as 11/8/89
entry.
Received rough draft copies of October applications for payment.
11/10/89 Friday (45°-81°) clear, mild, sunny
North Project
Contractor did not work.
South Project
Coppell Construction Co. - Randy Weger & 10 men, 1 backhoe, 1
track loader, 2 jackhammers Start removal of broken RR-8 rip
rap on north slope of Grapevine Creek Bridge. Start Time: 9:00
AM; End Time: 4:30 PM. Start Reed, P.E. (Reedcon, Inc.) arrived
at 10:30 AM and departed at 11:45 AM. Second arrival at 2:00 to
3:30 PM.
11/11/89 Saturday - clear, sunny
North Project
Contractor did not work.
South Project
Lectric Safety Lites - Greg Morrison - Constructed lane closure
for inside northbound lane for left turn lane construction Sta.
100+00 ±.