Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000851 DEA: 07351704 EFIS: 0718000204
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-118,118-15.6/R17.9
Work Description: COLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA.
Location Description: VENTURA COUNTY IN MOORPARK AT VARIOUS LOCATIONS
Contractor Name: C. A. RASMUSSEN, INC.
Contractor Address: Unknown
Resident Engineer: Pantaleon Rivera Structure Rep.: Unknown
DIME Sample ID: 2026-03-16-62
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: 03/16/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/23/2026
The quantity of what the sample constitutes: 4 bags comb aggs, 2 bags RAP
A brief description of the sample: PSUE 3/4" WMA A SP R25
From where was the sample collected: Manufacturer
Laboratory sample identification: 0158A-28
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ingevity/SJR/Fish Canyon Irwindale/ Vulcan Sun Valley
Source Identification (SMARA, name of Pit or Job Site): 91-19-0035
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 Vulcan Sun Valley Plant
Where the material sample would have been placed if not sampled: Asphalt Paving
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: 220200WW SVA SJR
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2026-03-16-62-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/12/2026
Date Tested: 03/24/2026
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: (909) 829-3029
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
|
66 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
51 %
|
|
Cumulative percent passing the #4 sieve
|
36.3 %
|
|
Cumulative percent passing the #8 sieve
|
26 %
|
|
Cumulative percent passing the #16 sieve
|
16 %
|
|
Cumulative percent passing the #30 sieve
|
10 %
|
|
Cumulative percent passing the #50 sieve
|
5 %
|
|
Cumulative percent passing the #100 sieve
|
3 %
|
|
Cumulative percent passing the #200 sieve
|
1.9 %
|
DIME Test ID: 2026-03-16-62-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 05/12/2026
Date Tested: 04/07/2026
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Bulk specific gravity
|
2.636
|
|
Bulk specific gravity (SSD Basis)
|
2.674
|
|
Apparent specific gravity
|
2.740
|
|
Absorption
|
1.4 %
|
DIME Test ID: 2026-03-16-62-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 05/12/2026
Date Tested: 03/25/2026
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Basis for relative density testing
|
Bulk SSD
|
|
Specific Gravity
|
2.686
|
|
Absorption
|
0.8 %
|
DIME Test ID: 2026-03-16-62-4
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: 05/12/2026
Date Tested: 03/27/2026
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Grading designation
|
B
|
|
Mass of sample on No.12 sieve (after 500 revolutions)
|
3964 grams
|
|
Percent loss after 100 revolutions
|
4 %
|
|
Percent loss after 500 revolutions
|
21 %
|
DIME Test ID: 2026-03-16-62-5
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: 05/12/2026
Date Tested: 03/26/2026
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2026-03-16-62-6
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 05/12/2026
Date Tested: 03/27/2026
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: (909) 829-3029
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
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|
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: 2026-03-16-62-7
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 05/12/2026
Date Tested: 03/27/2026
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What test method is performed?
|
Method A
|
|
Bulk dry specific gravity
|
2.636
|
|
Average uncompacted voids
|
45.7 %
|
DIME Test ID: 2026-03-16-62-8
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: 05/12/2026
Date Tested: 03/26/2026
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: (909) 829-3029
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
|
1 %
|
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
99 %
|
