Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 66667 DEA: JMFPP EFIS: 0019000043
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2022-01-26-3
TL Number from the TL Form:
Sample Submitted By Organization: RJ Noble Company
Sample Organization Contact: (714) 235-7028
Type of Sample: Aggregate Prequalification Program
Type of Material: Aggregate
Sample Taken Date: 01/26/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/26/2022
The quantity of what the sample constitutes: JMF 3 bags cold feed
A brief description of the sample: 1/2 HMA A SPWEO
From where was the sample collected: Manufacturer
Laboratory sample identification: 40R2508SPWEO
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RJ Noble Orange
Source Identification (SMARA, name of Pit or Job Site): 91-33-0035::EAGLE VALLEY QUARRY
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Belt Cut at RJ Noble Orange Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2022-01-26-3-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 01/26/2022
Date Tested: 01/26/2022
Submitted By Organization: RJ Noble Company
Organization Address: 15505 East Lincoln Avenue, P.O. BOX 620
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested?
|
HMA Gradation
|
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
|
89 %
|
Cumulative percent passing the 3/8 in. sieve
|
51 %
|
Cumulative percent passing the #4 sieve
|
10 %
|
Cumulative percent passing the #8 sieve
|
6 %
|
Cumulative percent passing the #16 sieve
|
4 %
|
Cumulative percent passing the #30 sieve
|
3 %
|
Cumulative percent passing the #50 sieve
|
2 %
|
Cumulative percent passing the #100 sieve
|
2 %
|
Cumulative percent passing the #200 sieve
|
1.2 %
|
DIME Test ID: 2022-01-26-3-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 01/26/2022
Date Tested: 01/26/2022
Submitted By Organization: RJ Noble Company
Organization Address: 15505 East Lincoln Avenue, P.O. BOX 620
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested?
|
HMA Gradation
|
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
|
32 %
|
Cumulative percent passing the #8 sieve
|
10 %
|
Cumulative percent passing the #16 sieve
|
8 %
|
Cumulative percent passing the #30 sieve
|
5 %
|
Cumulative percent passing the #50 sieve
|
4 %
|
Cumulative percent passing the #100 sieve
|
3 %
|
Cumulative percent passing the #200 sieve
|
2.4 %
|
DIME Test ID: 2022-01-26-3-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 01/26/2022
Date Tested: 01/26/2022
Submitted By Organization: RJ Noble Company
Organization Address: 15505 East Lincoln Avenue, P.O. BOX 620
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested?
|
HMA Gradation
|
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
|
100 %
|
Cumulative percent passing the #4 sieve
|
95 %
|
Cumulative percent passing the #8 sieve
|
72 %
|
Cumulative percent passing the #16 sieve
|
46 %
|
Cumulative percent passing the #30 sieve
|
31 %
|
Cumulative percent passing the #50 sieve
|
20 %
|
Cumulative percent passing the #100 sieve
|
14 %
|
Cumulative percent passing the #200 sieve
|
8.7 %
|
DIME Test ID: 2022-01-26-3-4
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 02/18/2022
Date Tested: 02/17/2022
Submitted By Organization: RJ Noble Company
Organization Address: 15505 East Lincoln Avenue, P.O. BOX 620
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method
|
2 - Individual Fracture Determination
|
Aggregate Size and Fracture Type
|
Coarse 1 Faced
|
Weighted average percentage of fractured, coarse, 1 faced particles
|
100 %
|
DIME Test ID: 2022-01-26-3-5
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 02/18/2022
Date Tested: 02/17/2022
Submitted By Organization: RJ Noble Company
Organization Address: 15505 East Lincoln Avenue, P.O. BOX 620
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method
|
2 - Individual Fracture Determination
|
Aggregate Size and Fracture Type
|
Coarse 2 Faced
|
Weighted average percentage of fractured, coarse, 2 faced particles
|
99 %
|
DIME Test ID: 2022-01-26-3-6
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 02/18/2022
Date Tested: 02/17/2022
Submitted By Organization: RJ Noble Company
Organization Address: 15505 East Lincoln Avenue, P.O. BOX 620
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method
|
2 - Individual Fracture Determination
|
Aggregate Size and Fracture Type
|
Fine 1 Faced
|
Percentage of fractured, fine, 1 faced particles tested
|
97 %
|
DIME Test ID: 2022-01-26-3-7
Test Method: AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)
Verified Date: 02/18/2022
Date Tested: 02/17/2022
Submitted By Organization: RJ Noble Company
Organization Address: 15505 East Lincoln Avenue, P.O. BOX 620
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Grading designation
|
C
|
Percent loss after 100 revolutions
|
6 %
|
Percent loss after 500 revolutions
|
16 %
|
DIME Test ID: 2022-01-26-3-8
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 02/18/2022
Date Tested: 02/17/2022
Submitted By Organization: RJ Noble Company
Organization Address: 15505 East Lincoln Avenue, P.O. BOX 620
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2022-01-26-3-9
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 02/18/2022
Date Tested: 02/17/2022
Submitted By Organization: RJ Noble Company
Organization Address: 15505 East Lincoln Avenue, P.O. BOX 620
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What test method is performed?
|
Method A
|
Bulk dry specific gravity
|
2.722
|
Average uncompacted voids
|
3.8 %
|
DIME Test ID: 2022-01-26-3-10
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 02/18/2022
Date Tested: 02/17/2022
Submitted By Organization: RJ Noble Company
Organization Address: 15505 East Lincoln Avenue, P.O. BOX 620
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing
|
Bulk
|
Specific Gravity
|
2.722
|
Absorption
|
0.5 %
|
DIME Test ID: 2022-01-26-3-11
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 02/21/2022
Date Tested: 02/17/2022
Submitted By Organization: RJ Noble Company
Organization Address: 15505 East Lincoln Avenue, P.O. BOX 620
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity
|
2.639
|
Bulk specific gravity (SSD Basis)
|
2.677
|
Apparent specific gravity
|
2.708
|
Absorption
|
1.4 %
|
DIME Test ID: 2022-01-26-3-12
Test Method: ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)
Verified Date: 02/21/2022
Date Tested: 02/17/2022
Submitted By Organization: RJ Noble Company
Organization Address: 15505 East Lincoln Avenue, P.O. BOX 620
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test: there was not a number for question#2 from the 3512, so I just imputed 0
Test Result Compliance:
Additional Comments When Verified:
Method
|
B
|
Determination
|
By Mass
|
Dimensional ratio used
|
5:1
|
Weighted percentage of particles (by mass) that were flat and elongated
|
4 %
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
0 %
|
DIME Test ID: 2022-01-26-3-13
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 02/21/2022
Date Tested: 02/17/2022
Submitted By Organization: RJ Noble Company
Organization Address: 15505 East Lincoln Avenue, P.O. BOX 620
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test: no plastic
Test Result Compliance:
Additional Comments When Verified: