| 10/07/2025 |
TRSP - PIA - Drainage Structure |
|
Passed |
Scupper bottom on north side of PG Escalera bottom was poured at station 43+50. CalPortland provided the mix which is a 3000 PSI Class S mix. The scupper was formed according to the plan specifications for a three cell scupper. Forms were clean and void of any issues and held in place by metal stakes. |
| 06/12/2025 |
TRSP - PIA - Drainage Structure |
|
Passed |
Initial inspection seemed to be positive. Without specific plans for this RCBC, it is difficult to make any certain judgment calls on whether spacing and depth are to specifications. |
| 06/16/2025 |
TRSP - PIA - Drainage Structure |
|
Passed |
5:30 AM pour rescheduled to next day at 3 AM. Pump not available. |
| 06/16/2025 |
TRSP - PIA - Drainage Structure |
|
Passed |
RCBC concrete pour at station 45+00. |
| 06/18/2025 |
TRSP - PIA - Drainage Structure |
|
Passed |
Picked up sample cylinders made at culvert station 45+00 |
| 06/20/2025 |
TRSP - PIA - Drainage Structure |
|
Passed |
Second RCBC pour at Atterbury Wash. New permit number was not available at the time. A total of 105 yards was used for the base of the RCBC. |
| 06/23/2025 |
TRSP - PIA - Drainage Structure |
|
Passed |
Crane is down so forming wall structure on RCBC is stalled. |
| 06/24/2025 |
TRSP - PIA - Drainage Structure |
|
Passed |
West wall of RCBC #1 is being formed up to be poured on Wednesday, June 25th. |
| 06/25/2025 |
TRSP - PIA - Drainage Structure |
|
Passed |
Eleven yards of concrete were used to pour the most western wall on RCBC #1. The stretch was over 100 lineal feet. |
| 06/26/2025 |
TRSP - PIA - Drainage Structure |
|
Passed |
Crane was being worked on. Forms were being stripped from west wall of RCBC #1 and pour will probably happen tomorrow. |
| 06/27/2025 |
TRSP - PIA - Drainage Structure |
|
Passed |
RCBC center wall pour originally scheduled for today, June 27th, has been rescheduled for Monday, June 30th due to issues with crane. |
| 06/30/2025 |
TRSP - PIA - Drainage Structure |
|
Passed |
Center wall of W side RCBC was poured per specifications and project plans. |
| 07/01/2025 |
TRSP - PIA - Drainage Structure |
|
Passed |
RCBC east wall was poured today at 11 AM. CalPortland provided the mix (130624) that matches approved mix. It was poured in by using a crane and basket. |
| 07/02/2025 |
TRSP - PIA - Drainage Structure |
|
Passed |
Picked up cylinders and met with foreman to get a schedule for upcoming pours. |
| 07/07/2025 |
TRSP - PIA - Drainage Structure |
|
Passed |
Backfill work is going on at first box culvert. Preparation for rebar installation and top concrete pour is happening today. |
| 07/11/2025 |
TRSP - PIA - Drainage Structure |
|
Passed |
CalPortland provided the mix that is approved 130624 Class S 3000 PSI. Sample cylinders were taken for RCBC top. Slump spec was 4.5" and came in a little moist at 5.5" |
| 07/18/2025 |
TRSP - PIA - Drainage Structure |
|
Passed |
W wall of RCBC #2 was poured using a crane and bucket. CalPortland provided the approved mix. |
| 07/21/2025 |
TRSP - PIA - Drainage Structure |
|
Passed |
CalPortland provided concrete mix with approved design. Slump spec was 4.0" and came in at 5.0". Sample cylinders were taken. |
| 07/25/2025 |
TRSP - PIA - Drainage Structure |
|
Passed |
CalPortland provided the approved mix for RCBC wing walls (4 total). |
| 08/01/2025 |
TRSP - PIA - Drainage Structure |
|
Passed |
RCBC #2 top was poured along Gran Paseo Escalera spine road. CalPortland provided the 130624 Class S 3000 PSI mix. Slump was specked at 4.5" and was measured at a 5.5". Test cylinders were made on site. |
| 08/06/2025 |
TRSP - PIA - Drainage Structure |
|
Passed |
Scupper bottom poured at station 56+50 on south side. The bottom and walls were poured as a monopour. CalPortland provided the mix design at a strength of 3000 PSI Class S. Jesse, the foreman, states the top will be formed up tomorrow and possibly poured Friday. |
| 10/02/2025 |
TRSP - PIA - Drainage Structure |
|
Passed |
Scupper bottom poured at station 56+50 on north side of Paseo Gran Escalera. CalPortland provided the mix of 3000 PSI Class S 130624. Forms were set according to plan; they were clean and free of voids or debris. The ground was cut, compacted, and ready to be poured. |
| 10/03/2025 |
TRSP - PIA - Drainage Structure |
|
Passed |
The scupper top at station 56+50 on the south side was poured using concrete provided in house by Borderland. The mix used is a 3000 PSI Class S. The rebar was laid out according to standard 205.5 as a three channel. Two and a half yards were used. Welding plates were installed where needed. |
| 11/13/2026 |
TRSP - PIA - Drainage Structure |
|
Deferred |
|