Sample Record for 2026-06-18-33
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000481 DEA: 081C07U4 EFIS: 0824000168
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-27.5/34.3
Work Description: RUBBERIZED HMA, FIBER OPTIC CABLE SYSTEMS, AND COLD PLANE AC PAVEMENT.
Location Description: RIVERSIDE COUNTY AT AND NEAR ROMOLAND AND HOMELAND FROM BONNIE DRIVE TO WINCHESTER ROAD
Contractor Name: GRIFFITH COMPANY
Contractor Address: 12200 Bloomfield Avenue, Santa Fe Springs, CA 90670
Resident Engineer: Omar Sanchez Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2026-06-18-33
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: 06/18/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/19/2026
The quantity of what the sample constitutes: 4 Bags of Combined Agg, 1 Can of Crum rubber, 1 Can of Hi-Nat
A brief description of the sample: JMF 3/4" RHMA-G 0.5% LAS PG64-16RB
From where was the sample collected: Manufacturer
Laboratory sample identification: 0349G-26
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marrietta Lake Elsinore
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-33-0098
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: 3/4 inch
The concrete mix design number: 53418180T3
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test
DIME Test ID: 2026-06-18-33-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/23/2026
Date Tested: 06/22/2026
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?
|
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
|
96 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
81 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
64 %
|
|
Cumulative percent passing the #4 sieve
|
30 %
|
|
Cumulative percent passing the #8 sieve
|
19 %
|
|
Cumulative percent passing the #16 sieve
|
12 %
|
|
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: 2026-06-18-33-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 07/23/2026
Date Tested: 06/23/2026
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:
|
Bulk specific gravity
|
2.580
|
|
Bulk specific gravity (SSD Basis)
|
2.622
|
|
Apparent specific gravity
|
2.692
|
|
Absorption
|
1.6 %
|
Test
DIME Test ID: 2026-06-18-33-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 07/23/2026
Date Tested: 06/24/2026
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:
|
Basis for relative density testing
|
Bulk
|
|
Specific Gravity
|
2.603
|
|
Absorption
|
1 %
|
Test
DIME Test ID: 2026-06-18-33-4
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: 07/23/2026
Date Tested: 06/23/2026
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)
|
3968 grams
|
|
Percent loss after 100 revolutions
|
5 %
|
|
Percent loss after 500 revolutions
|
21 %
|
Test
DIME Test ID: 2026-06-18-33-5
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: 07/23/2026
Date Tested: 06/23/2026
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:
Test
DIME Test ID: 2026-06-18-33-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 07/23/2026
Date Tested: 06/23/2026
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:
|
What test method is performed?
|
Method A
|
|
Bulk dry specific gravity
|
2.582
|
|
Average uncompacted voids
|
49.8 %
|
Test
DIME Test ID: 2026-06-18-33-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/23/2026
Date Tested: 06/23/2026
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:
|
Method
|
1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
|
Coarse 1 and 2 Faced and Fine 1 Faced
|
|
Percentage of fractured, coarse, 2 faced particles tested
|
100 %
|
|
Percentage of fractured, coarse, 1 faced particles tested
|
100 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
Test
DIME Test ID: 2026-06-18-33-8
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: 07/23/2026
Date Tested: 06/23/2026
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:
|
Method
|
B
|
|
Determination
|
By Mass
|
|
Dimensional ratio used
|
5:1
|
|
Weighted percentage of particles (by mass) that were flat and elongated
|
2 %
|
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
98 %
|
Test
DIME Test ID: 2026-06-18-33-9
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/23/2026
Date Tested: 06/24/2026
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: T30, Trial #1, Oven #5
Test Result Compliance:
Additional Comments When Verified:
|
Is an aggregate correction factor used?
|
Yes
|
|
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
|
97 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
87 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
71 %
|
|
Cumulative percent passing the #4 sieve
|
35 %
|
|
Cumulative percent passing the #8 sieve
|
25 %
|
|
Cumulative percent passing the #16 sieve
|
17 %
|
|
Cumulative percent passing the #30 sieve
|
12 %
|
|
Cumulative percent passing the #50 sieve
|
9 %
|
|
Cumulative percent passing the #100 sieve
|
6 %
|
|
Cumulative percent passing the #200 sieve
|
4.8 %
|
Test
DIME Test ID: 2026-06-18-33-10
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/23/2026
Date Tested: 06/24/2026
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: T30, Trial #2, Oven #5
Test Result Compliance:
Additional Comments When Verified:
|
Is an aggregate correction factor used?
|
Yes
|
|
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
|
98 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
88 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
71 %
|
|
Cumulative percent passing the #4 sieve
|
34 %
|
|
Cumulative percent passing the #8 sieve
|
24 %
|
|
Cumulative percent passing the #16 sieve
|
17 %
|
|
Cumulative percent passing the #30 sieve
|
12 %
|
|
Cumulative percent passing the #50 sieve
|
8 %
|
|
Cumulative percent passing the #100 sieve
|
6 %
|
|
Cumulative percent passing the #200 sieve
|
4.5 %
|
Test
DIME Test ID: 2026-06-18-33-11
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/23/2026
Date Tested: 06/23/2026
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: Calculated "Blank", Oven #5
Test Result Compliance:
Additional Comments When Verified:
|
Is an aggregate correction factor used?
|
Yes
|
|
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
|
98 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
87 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
71 %
|
|
Cumulative percent passing the #4 sieve
|
35 %
|
|
Cumulative percent passing the #8 sieve
|
24 %
|
|
Cumulative percent passing the #16 sieve
|
16 %
|
|
Cumulative percent passing the #30 sieve
|
11 %
|
|
Cumulative percent passing the #50 sieve
|
8 %
|
|
Cumulative percent passing the #100 sieve
|
6 %
|
|
Cumulative percent passing the #200 sieve
|
4.7 %
|
Test
DIME Test ID: 2026-06-18-33-12
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/23/2026
Date Tested: 06/24/2026
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: HMA Mix Sample Corrected, Oven #5
Test Result Compliance:
Additional Comments When Verified:
|
Is an aggregate correction factor used?
|
Yes
|
|
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
|
97 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
83 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
68 %
|
|
Cumulative percent passing the #4 sieve
|
34 %
|
|
Cumulative percent passing the #8 sieve
|
22 %
|
|
Cumulative percent passing the #16 sieve
|
15 %
|
|
Cumulative percent passing the #30 sieve
|
11 %
|
|
Cumulative percent passing the #50 sieve
|
9 %
|
|
Cumulative percent passing the #100 sieve
|
8 %
|
|
Cumulative percent passing the #200 sieve
|
6.4 %
|
