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Sample Record for 2020-06-02-5


Project Information

Project ID: 213808 DEA: 080N6704 EFIS: 0800000536 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-28.1/37.4
Work Description: CONSTRUCT RAISED MEDIAN AND LEFT TURN LANES.
Location Description: RIVERSIDE COUNTY NEAR HEMET FROM 0.6 MILE EAST OF ROUTE 215 TO 0.4 MILE WEST OF ACACIA AVENUE.
Contractor Name: Granite Const. Co Contractor Address: 3800 Monroe Street
Resident Engineer: Nick Truong Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-06-02-5
TL Number from the TL Form:
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 06/02/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/03/2020
The quantity of what the sample constitutes: PSUE 9 Bags
A brief description of the sample: 3/4 HMA-A-SP R24 Aggregates and RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: 0293A-20
Structure unique identifier:
Structure name:

Material Information

Source Identification (SMARA or name of Pit): 91-33-0098, 91-33-0011
The fabricator's/manufacturer's product name for the sample: 3/4 HMA-A-SP R24
The fabricator/manufacturer designation for the sample: Unknown
The plant number: 53417315
A detailed description of where the material sample was collected: Belt Cut at California Commercial Asphalt Lake Elsinore 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: Unknown
Lot number: Unknown
Sublot number: Unknown

Test Results

Test Information 1 of 10

DIME Test ID: 2020-06-02-5-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/10/2020
Date Tested: 06/04/2020
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St
Test General Comments: Virgin Aggregate Gradation
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) No
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 76 %
Cumulative percent passing the 3/8 in. sieve 62 %
Cumulative percent passing the #4 sieve 42 %
Cumulative percent passing the #8 sieve 30 %
Cumulative percent passing the #16 sieve 21 %
Cumulative percent passing the #30 sieve 14 %
Cumulative percent passing the #50 sieve 9 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 4 %