Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212827 DEA: 07296404 EFIS: 0713000031
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5,10,60-16.1/17.0,18.1/18.4,0.4/R1.0
Work Description: PLACE ROCK BLANKET, MINOR CONCRETE, AND WEED CONTROL MAT.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES ON ROUTE 5 FROM EUCLID AVENUE UNDERCROSSING TO SEVENTH STREET OVERCROSSING AND ON ROUTE 10 FROM LA RIVER TO ROUTE 5 AND ON ROUTE 60 FROM SOTO STREET UNDERCROSSING TO EAST OF EUCLID AVENUE UNDERCROSSING
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 CONSTRUCTION CIRCLE WEST, IRVINE, CA 92606
Resident Engineer: Hassan Azima Structure Rep.: Unknown
DIME Sample ID: 2020-04-03-30
TL Number from the TL Form: 944445
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 04/03/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/14/2020
The quantity of what the sample constitutes: 1 bag, 20 tons
A brief description of the sample: RAP FOR WMA
From where was the sample collected: Source
Laboratory sample identification: 9712
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Sun Valley
RAP Source: VULCAN SUN VALLEY
Aggregate Size: 1/2
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2020-04-03-30-1
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 05/28/2020
Date Tested: 04/16/2020
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test: MOISTURE CONTENT 4.8%
Test Result Compliance:
Additional Comments When Verified:
Cumulative percent passing the 3 in. sieve
|
100 %
|
Cumulative percent passing the 2 1/2 in. sieve
|
100 %
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
Cumulative percent passing the 1/2 in. sieve
|
96 %
|
Cumulative percent passing the 3/8 in. sieve
|
89 %
|
Cumulative percent passing the #4 sieve
|
64 %
|
Cumulative percent passing the #8 sieve
|
29 %
|
Cumulative percent passing the #16 sieve
|
22 %
|
Cumulative percent passing the #30 sieve
|
15 %
|
Cumulative percent passing the #50 sieve
|
9 %
|
Cumulative percent passing the #100 sieve
|
4 %
|
Cumulative percent passing the #200 sieve
|
0.6 %
|