Sample Record for 2026-09-10-52
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000611 DEA: 120R32U4 EFIS: 1222000054
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-55-0.2/R17.8
Work Description: COLD PLANE, PLACE RHMA, REPLACE CB, SIGNS AND MODIFY LIGHTING SYSTEM.
Location Description: ORANGE COUNTY FROM 0.1 MILE SOUTH OF ROUTE 55/1 SEPARATION IN NEWPORT BEACH TO ROUTE 55/91 SEPARATION IN ANAHEIM
Contractor Name: R.J. NOBLE COMPANY
Contractor Address: 15505 East Lincoln Avenue, Orange, CA 92865
Resident Engineer: Tyrone Taylor Structure Rep.: Matthew Chang
Sample Information
DIME Sample ID: 2026-09-10-52
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: Verification
Type of Material: Aggregate
Sample Taken Date: 09/10/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/18/2026
The quantity of what the sample constitutes: 2 Bags of Agg.
A brief description of the sample: 1/2" RWMA O SP No LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0569O-26
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: R.J. Noble Company - Orange
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-33-0035
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 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:
Test Results
Test
DIME Test ID: 2026-09-10-52-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/12/2026
Date Tested: 09/21/2026
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: (213) 792-4797
General Comments for this Test: Combined Virgin Aggregate Gradation.
Test Result Compliance:
Additional Comments When Verified:
|
What type of gradation is being tested?
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Combined Gradation
|
|
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
|
98 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
87 %
|
|
Cumulative percent passing the #4 sieve
|
34 %
|
|
Cumulative percent passing the #8 sieve
|
16 %
|
|
Cumulative percent passing the #16 sieve
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10 %
|
|
Cumulative percent passing the #30 sieve
|
8 %
|
|
Cumulative percent passing the #50 sieve
|
6 %
|
|
Cumulative percent passing the #100 sieve
|
4 %
|
|
Cumulative percent passing the #200 sieve
|
3.2 %
|
Test
DIME Test ID: 2026-09-10-52-4
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: 10/12/2026
Date Tested: 09/23/2026
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: (213) 792-4797
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Grading designation
|
C
|
|
Mass of sample on No.12 sieve (after 500 revolutions)
|
4222 grams
|
|
Percent loss after 100 revolutions
|
3 %
|
|
Percent loss after 500 revolutions
|
16 %
|
Test
DIME Test ID: 2026-09-10-52-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 10/12/2026
Date Tested: 09/26/2026
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: (213) 792-4797
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Method
|
1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
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Coarse 1 and 2 Faced and Fine 1 Faced
|
|
Percentage of fractured, coarse, 2 faced particles tested
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100 %
|
|
Percentage of fractured, coarse, 1 faced particles tested
|
100 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
Test
DIME Test ID: 2026-09-10-52-8
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: 10/12/2026
Date Tested: 09/26/2026
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: (213) 792-4797
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Method
|
B
|
|
Determination
|
By Mass
|
|
Dimensional ratio used
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5:1
|
|
Weighted percentage of particles (by mass) that were flat and elongated
|
6 %
|
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
94 %
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