Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215410 DEA: 060U5204 EFIS: 0616000003
QA Service Level: 1
DIST-CO-RTE-PM: 06-MAD-99-R14.0/R14.5,15.1/19.6
Work Description: HMA (TYPE A) AND RHMA (GAP GRADED) RESURFACING.
Location Description: MADERA COUNTY IN AND NEAR MADERA FROM 0.2 MILE SOUTH OF AVENUE 17 OVERCROSSING TO 0.3 MILE NORTH OF AVENUE 17 OVERCROSSING AND FROM 1.0 MILE NORTH OF AVENUE 17 OVERCROSSING TO 0.9 MILE NORTH OF AVENUE 20 OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 Granite Court, Fresno, CA 93706
Resident Engineer: Justin Kimura Structure Rep.: Unknown
DIME Sample ID: 2021-09-12-5
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Dispute Resolution
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 09/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/27/2021
The quantity of what the sample constitutes: 1 Bag of RAP
A brief description of the sample: Dispute 3/4" HMA-A-SR R15
From where was the sample collected: Manufacturer
Laboratory sample identification: 5030
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Madera
DIME Test ID: 2021-09-12-5-1
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 11/03/2021
Date Tested: 10/29/2021
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: RAP Gradation After Ignition Oven
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
|
100 %
|
Cumulative percent passing the 3/8 in. sieve
|
94 %
|
Cumulative percent passing the #4 sieve
|
72 %
|
Cumulative percent passing the #8 sieve
|
54 %
|
Cumulative percent passing the #16 sieve
|
42 %
|
Cumulative percent passing the #30 sieve
|
31 %
|
Cumulative percent passing the #50 sieve
|
21 %
|
Cumulative percent passing the #100 sieve
|
14 %
|
Cumulative percent passing the #200 sieve
|
10.1 %
|