R&B/ARRA RECYCLING AWARDS: Passing an audition

Feb. 10, 2011

The letters C, I and R are not going to appear as giant fonts stuck into the side of a mountain.

 

Hollywood will forever be Beverly Hills’ claim to fame, but cold in-place recycling (CIR) has quickly developed a fan base in the affluent southern California city following a street-resurfacing project. The first attempt at CIR involved Canon Drive, Beverly Drive, Crescent Drive and Lomitas Avenue and saved the movie-star home base close to $1.5 million when compared to remove and replace—and money was almost an afterthought.

 

The letters C, I and R are not going to appear as giant fonts stuck into the side of a mountain.

Hollywood will forever be Beverly Hills’ claim to fame, but cold in-place recycling (CIR) has quickly developed a fan base in the affluent southern California city following a street-resurfacing project. The first attempt at CIR involved Canon Drive, Beverly Drive, Crescent Drive and Lomitas Avenue and saved the movie-star home base close to $1.5 million when compared to remove and replace—and money was almost an afterthought.

After studying the effects of CIR in the cities of Chino and Moreno Valley, senior civil engineer Juan Martinez approached Deputy City Engineer Ara Maloyan to take a crack at the application because of its green impact and a reduction in public inconvenience.

“When he then threw in the cost savings, that just sealed the deal,” Jim Emerson of Pavement Recycling Systems Inc., the recycling contractor on the job, told Roads & Bridges magazine. Sully Miller Corp. was the prime contractor. “Juan did his homework.”

Some extra credit was offered in January 2011, when the City of Beverly Hills 2010 Street Resurfacing Project won a 2010 Roads & Bridges/Asphalt Recycling and Reclaiming Association Recycling Award.

“We are real proud of it,” Don Matthews of Pavement Recycling Systems told Roads & Bridges magazine. “There are a lot of good projects out there and a lot of good contractors out there, and we hope everybody is raising the bar to make sure all of the recycling projects are done well.

“What we are so pleased about on this one was we had an owner that was committed to make it work, did everything right in respect to training and was out on the project. It shows you that there are no limitations with good communication and good logistical planning.”

A top sub-base

The endless positives on this job got their start behind Caltrans’ Just in Time Training, which requires the owner, recycling contractor and general contractor to get together prior to construction and go over all of the specifications to the job to make sure there are no misunderstandings and everyone has the same expectations.

“We find the majority of the few projects that we do have problems are where there was not good pre-job training or coordination,” said Matthews.

Time was actually a gentle companion to the streets involved in the resurfacing project. The existing pavement had endured over 25 years of service and is believed to have received just a couple of preventive maintenance surface applications before it was in need of more extensive work. Emerson credits the longevity to a strong sub-base.

“Structurally it was built and built right,” said Emerson. “Beverly Hills probably spent the money back then to build the structure correctly.”

However, transverse, longitudinal and fatigue cracking was beginning to cover more ground, which is when Martinez decided to pitch his maintenance strategy, which also included a 5-in. mill-and-replace approach. In the end, however, CIR and its environmental and community friendliness won out. Not only did the procedure—which consisted of recycling 3 in. of existing pavement and adding a 2-in. rubberized hot-mix surface course—offer a 79% reduction in greenhouse-gas emissions, but Martinez figured that it also would remove more than 2,600 three-axle dump trucks off the local city streets and highways and take just two weeks to complete.

“Once the city council heard the reduction in traffic and construction time they were convinced,” said Emerson. “And after the fact the feedback from the community was incredible. They were very happy about the fact that they could leave in the morning on a paved surface, go to work and come home on a paved surface.”

Motorists also were glad that the project ended with their original windshields intact. A month prior to the CIR project, Martinez was involved in a 250,000-sq-ft, 3-in. mill-and-overlay project that had more than 160 calls and complaints, many for windshield claims, over a 12-day period. The CIR work did not produce a single windshield claim.

“There was a lot of money traveling on this road,” claimed Matthews. “At one point we were totaling up the dollars in vehicles. We were getting several million dollars in about 20 minutes. We are not used to that kind of money passing so close to your train, and you think about the potential that could go wrong and the uproar. This turned into a very good project politically and we were very proud to be a part of that.”

Rolling out green carpet

In order to get the CIR mix right, cores and samples of the existing pavement were taken on-site and sent to Asphalt Pavement and Recycling Technologies Inc. (APART), which is an independent AASHTO-approved testing lab. Core data indicated the existing asphalt pavement at a varied depth from 4.5 to 7 in. over a Class 2 base. The cores were then cut to the specified recycling depth of 3 in., crushed and mixed in the lab to determine the optimum emulsion to be added for the best performance. It was determined that 3% Western Emulsion PASS R per dry weight of reclaimed asphalt pavement (RAP) would be applied. The bulk specific gravity was 128.5 lb/ft. The maximum theoretical gravity was 2.418. The Marshall stability cured specimen AASHTO T245 (1,250-lb minimum) was 3,305 lb, and the Marshall retained stability AASHTO T245 based on moisture conditioning (70% minimum) was 76.2% while the raveling potential was 4.6%.

With the ideal mix in hand, Sully Miller Corp. and Pavement Recycling Systems Inc. arrived at the site on Aug. 9, 2010. A Caterpillar PR-1000 milling machine chewing at a minimum width of 12½ ft served as the main locomotive to the recycling train. The machine towed the CRM-2X recycling plant and the emulsion trailer. The RAP was transferred via conveyer belt to the vibrating screen decks of the CRM-2X, where it was crushed and screened to meet the specified 1-in. minus gradation. The processed RAP was then weighed via a belt scale tied to a microprocessor that controlled the emulsion pump via a mass flow meter. All material, after being thoroughly mixed in a dual shaft pug mill, was deposited into a windrow for pickup and transfer to a Cedarapids 562 asphalt track paver for placement.

When the contractor wanted to pave at 16 ft wide, particularly when dealing with bicycle lanes, an auxiliary milling machine, positioned about 200 ft in front of the Cat PR-1000, was used. The auxiliary mill deposited asphalt millings into a windrow that was picked up by the Cat PR-1000 primary milling machine.

A 2,000-ft-long test strip on the first day of construction was used to determine the rolling pattern. The pattern was established for a maximum field density attainable. The first pass was executed by an Ingersoll-Rand DD-110 steel double-drum roller operating in a static mode. The machine then shifted to vibratory mode for two passes before a Caterpillar PS-360B pneumatic roller moved in for four passes. Density was checked with a nuclear density gauge, and all tests needed to fall within a density range of 95%-105%. A total of 19,500 tons of RAP was used along with 585 tons of the PASS R emulsion.

At a minimum of every 3,000 sq yd (lot), a maximum-size field gradation was conducted for the duration of the project. All recycled material had to pass through a 1-in. screen. Other field gradations, conducted on every third lot, involved running wet gradations through a No. 4 sieve.

Once the recycling process was complete, which took eight days, crews returned to place the 2-in. asphalt rubber hot-mix surface course, which was supplied by Blue Diamond Materials. The mix design called for ½-in., Class D2 aggregate and a PG 64-10 asphalt binder. Crumb rubber was added at a minimum of 20% of the asphalt binder.

Maintaining uninterrupted traffic was critical. The prime and recycling contractors had to maintain two lanes of traffic at all times, and residents were granted 100% access in and out of the work site.

CIR is now a permanent fixture of road maintenance in the city of Beverly Hills’ arsenal. According to Emerson, Martinez plans to go with CIR on 25 future projects across the area.

“When the job got started you had a city and homeowners that, when they realized what [CIR] was, was really supportive of it and willing to follow the traffic control,” said Matthews.

Sponsored Recommendations

The Science Behind Sustainable Concrete Sealing Solutions

Extend the lifespan and durability of any concrete. PoreShield is a USDA BioPreferred product and is approved for residential, commercial, and industrial use. It works great above...

Powerful Concrete Protection For ANY Application

PoreShield protects concrete surfaces from water, deicing salts, oil and grease stains, and weather extremes. It's just as effective on major interstates as it is on backyard ...

Concrete Protection That’s Easy on the Environment and Tough to Beat

PoreShield's concrete penetration capabilities go just as deep as our American roots. PoreShield is a plant-based, eco-friendly alternative to solvent-based concrete sealers.

Proven Concrete Protection That’s Safe & Sustainable

Real-life DOT field tests and university researchers have found that PoreShieldTM lasts for 10+ years and extends the life of concrete.