Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2026-06-30-18
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: 06/30/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/30/2026
The quantity of what the sample constitutes: 2 Bags of Cold-feed, 1 Bag of Crum rubber, 1 Bag of Hi-Nat
A brief description of the sample: PSU; 3/4" RHMA-G, 0.5%, LAS, PG64-16RB
From where was the sample collected: Manufacturer
Laboratory sample identification: 0375G-26
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta-Lakeside
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:
DIME Test ID: 2026-06-30-18-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/11/2026
Date Tested: 07/02/2026
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
|
97 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
84 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
62 %
|
|
Cumulative percent passing the #4 sieve
|
27 %
|
|
Cumulative percent passing the #8 sieve
|
18 %
|
|
Cumulative percent passing the #16 sieve
|
11 %
|
|
Cumulative percent passing the #30 sieve
|
8 %
|
|
Cumulative percent passing the #50 sieve
|
5 %
|
|
Cumulative percent passing the #100 sieve
|
4 %
|
|
Cumulative percent passing the #200 sieve
|
3 %
|
DIME Test ID: 2026-06-30-18-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 09/11/2026
Date Tested: 07/03/2026
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
|
2.560
|
|
Bulk specific gravity (SSD Basis)
|
2.606
|
|
Apparent specific gravity
|
2.683
|
|
Absorption
|
1.8 %
|
DIME Test ID: 2026-06-30-18-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 09/11/2026
Date Tested: 07/03/2026
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
|
2.61
|
|
Absorption
|
1 %
|
DIME Test ID: 2026-06-30-18-4
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: 09/11/2026
Date Tested: 07/03/2026
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)
|
3801 grams
|
|
Percent loss after 100 revolutions
|
6 %
|
|
Percent loss after 500 revolutions
|
24 %
|
DIME Test ID: 2026-06-30-18-5
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: 09/11/2026
Date Tested: 07/07/2026
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:
DIME Test ID: 2026-06-30-18-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 09/11/2026
Date Tested: 07/06/2026
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
|
2.56
|
|
Average uncompacted voids
|
48.5 %
|
DIME Test ID: 2026-06-30-18-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 09/11/2026
Date Tested: 07/06/2026
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 %
|
DIME Test ID: 2026-06-30-18-8
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: 09/11/2026
Date Tested: 07/06/2026
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
|
1 %
|
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
99 %
|
DIME Test ID: 2026-06-30-18-9
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/11/2026
Date Tested: 07/08/2026
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: oven No.5, trial #1
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
|
90 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
78 %
|
|
Cumulative percent passing the #4 sieve
|
57 %
|
|
Cumulative percent passing the #8 sieve
|
41 %
|
|
Cumulative percent passing the #16 sieve
|
29 %
|
|
Cumulative percent passing the #30 sieve
|
20 %
|
|
Cumulative percent passing the #50 sieve
|
13 %
|
|
Cumulative percent passing the #100 sieve
|
8 %
|
|
Cumulative percent passing the #200 sieve
|
5.5 %
|
DIME Test ID: 2026-06-30-18-10
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/11/2026
Date Tested: 07/08/2026
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: oven No.5, trial #2
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
|
90 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
79 %
|
|
Cumulative percent passing the #4 sieve
|
56 %
|
|
Cumulative percent passing the #8 sieve
|
40 %
|
|
Cumulative percent passing the #16 sieve
|
28 %
|
|
Cumulative percent passing the #30 sieve
|
20 %
|
|
Cumulative percent passing the #50 sieve
|
13 %
|
|
Cumulative percent passing the #100 sieve
|
8 %
|
|
Cumulative percent passing the #200 sieve
|
5.4 %
|
DIME Test ID: 2026-06-30-18-11
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/11/2026
Date Tested: 07/08/2026
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: oven No.5, calculated blank
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
|
99 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
90 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
78 %
|
|
Cumulative percent passing the #4 sieve
|
56 %
|
|
Cumulative percent passing the #8 sieve
|
40 %
|
|
Cumulative percent passing the #16 sieve
|
29 %
|
|
Cumulative percent passing the #30 sieve
|
20 %
|
|
Cumulative percent passing the #50 sieve
|
13 %
|
|
Cumulative percent passing the #100 sieve
|
8 %
|
|
Cumulative percent passing the #200 sieve
|
5.7 %
|
DIME Test ID: 2026-06-30-18-12
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/11/2026
Date Tested: 07/08/2026
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: oven No.5, HMA Mix Sample Corrected
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
|
85 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
75 %
|
|
Cumulative percent passing the #4 sieve
|
56 %
|
|
Cumulative percent passing the #8 sieve
|
42 %
|
|
Cumulative percent passing the #16 sieve
|
28 %
|
|
Cumulative percent passing the #30 sieve
|
19 %
|
|
Cumulative percent passing the #50 sieve
|
12 %
|
|
Cumulative percent passing the #100 sieve
|
7 %
|
|
Cumulative percent passing the #200 sieve
|
4.5 %
|