HomeMy WebLinkAboutCT 00-06; BRESSI RANCH; RESULTS OF LABORATORY TESTS ON IMPORT CLASS 2 RECYCLED AGGREGATE BASE SAMPLES; 2004-04-22Leighton and Associates, Inc.
A LEIGHTON GROUP COMPANY
April 22, 2004
Project No. 971009-017
To: Lennar Communities
1525 Faraday Avenue, Suite 300
Carlsbad, California 92008
Attention: Ms. Kristine Zortman
Subject: Results of Laboratory Tests on Import Class 2 Recycled Aggregate Base Samples
for the Bressi Ranch Backbone Streets, A Portion of Town Garden and Alicante
Roads, Bressi Ranch, Carlsbad, California
References: Caltrans, 1992, Standard Specifications, July 1992
Carlsbad, City of, 1996, Standards for Design and Construction of Public Works
Improvements in the City of Carlsbad, California, Project No. 05332-12-01, dated
April 20, 1993, revised December 10, 1996
In accordance with the requirements of the City of Carlsbad, we have performed laboratory tests on
representative samples of the import Class 2 Recycled Aggregate Base (AB) material placed on
April 16, 2004 as part of the pavement section for a portion of Town Garden and Alicante Roads
within Bressi Ranch located in Carlsbad, California. Three representative samples of the Class 2
Recycled AB were sampled and transported to our laboratory. Laboratory tests performed on the
representative samples included sand equivalent (in accordance with ASTM Test Method
D2419) and sieve analysis (in accordance with ASTM Test Method C136). The results of the
laboratory tests are presented on Tables 1 through 3.
Based on the City of Carlsbad requirements and the Caltrans specifications (Section 26-1.02A) as
indicated on the tables, the representative Class 2 aggregate base samples met the city requirements.
3934 Murphy Canyon Road, Suite B205 • San Diego, CA 92123-4425
858.292.8030 • Fax 858.292.0771 • www.leightongeo.com
971009-017
Table 1
Laboratory Test Results of Import Class 2 Aggregate Base Material
Town Garden Road Station No. 8+25
Sieve Analysis (in accordance with ASTM Test Method C136)
Operating Range Required
Sieve Size Percentage Passing* Sample Result In Conformance?
1 inch 100 100 Yes
3/4 inch 90-100 96 Yes
No. 4 35-60 5 Yes
No. 30 10-30 20 Yes
No. 200 1 2-9 1 4 1 Yes
Sand Equivalent (in accordance with ASTM Test Method D2419)
Required Minimum* Sample Result In Conformance?
25 69 Yes
*per Caltrans Standard Specifications Section 26 and City of Carlsbad Standard Special
Provisions for Construction.
Table 2
Laboratory Test Results of Import Class 2 Aggregate Base Material
Town Garden Road Station No. 16+00
Sieve Analysis (in accordance with ASTM Test Method C136)
Operating Range Required
Sieve Size Percentage Passing* Sample Result In Conformance?
1 inch 100 100 Yes
% inch 90-100 95 Yes
No. 4 35-60 47 Yes
No. 30 10-30 18 Yes
No. 200 2-9 4 Yes
Sand Equivalent (in accordance with ASTM Test Method D2419)
Required Minimum* Sample Result In Conformance?
25 67 Yes
*per Caltrans Standard Specifications Section 26 and City of Carlsbad Standard Special Provisions
for Construction.
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Leighton
971009-017
Table 3
Laboratory Test Results of Import Class 2 Aggregate Base Material
Alicante Road Station No. 106+00
Sieve Analysis (in accordance with ASTM Test Method C136)
Operating Range Required
Sieve Size Percentage Passing* Sample Result In Conformance?
1 inch 100 100 Yes
3/4 inch 90-100 97 Yes
No. 4 35-60 56 Yes
No. 30 10-30 22 Yes
No. 200 2-9 1 6 Yes
Sand Equivalent (in accordance with ASTM Test Method D2419)
Required Minimum* Sample Result In Conformance?
25 61 Yes
*per Caltrans Standard Specifications Section 26 and City of Carlsbad Standard Special
Provisions for Construction.
If you have any questions regarding our letter, please contact this office. We appreciate this
opportunity to be of service.
Respectfully submitted,
LEIGHTON AND ASSOCIATES, INC.
4
Randall K. Wagner, CEG 612
Senior Associate
Distribution: (2) Addressee
Leimar Communities, Attention: Mr. Jim Urbina
City of Carlsbad, Public Works Department, Attention: Mr. Casey Arndt
(1) J. T. Kruer, Attention: Mr. Chuck Knight
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Leighton