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Sample Record for 2020-09-04-1

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Project Information

Project ID: 214885 DEA: 080K1234 EFIS: 0815000242 QA Service Level: 1
DIST-CO-RTE-PM: 08---
Work Description:
Location Description:
Contractor Name: SULLY-MILLER CONTRACTING COMPANY
Contractor Address: 135 S STATE COLLEGE BLVD #400, BREA CA 92821
Resident Engineer: Taghreed Al-Khateeb Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-09-04-1
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: 09/04/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/04/2020
The quantity of what the sample constitutes: 9 Bags Crush Agg., Untreated 2 Bags Sand Untreated
A brief description of the sample: JMF 3/4" RHMA-G-SP , 1.0% LSM
From where was the sample collected: Manufacturer
Laboratory sample identification: 0524G-20
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond Materials-Victorville

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-36-0106, 91-36-0046,91-36-0040
The fabricator's/manufacturer's product name for the sample: 3/4 RHMA-G-SP
The fabricator/manufacturer designation for the sample:
The plant number: 300072 LSM LC
A detailed description of where the material sample was collected: Belt Cut at Blue Diamond Victorville 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:
Lot number:
Sublot number:
Aggregate Mix Number:
Test results on following page(s): 8

Test Results

Test 1 of 8

DIME Test ID: 2020-09-04-1-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/10/2020
Date Tested: 09/08/2020
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: 9098293029
General Comments for this Test: Combined Lime Treated 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 99 %
Cumulative percent passing the 1/2 in. sieve 86 %
Cumulative percent passing the 3/8 in. sieve 71 %
Cumulative percent passing the #4 sieve 31 %
Cumulative percent passing the #8 sieve 21 %
Cumulative percent passing the #16 sieve 16 %
Cumulative percent passing the #30 sieve 11 %
Cumulative percent passing the #50 sieve 7 %
Cumulative percent passing the #100 sieve 4 %
Cumulative percent passing the #200 sieve 2.8 %

Test 2 of 8

DIME Test ID: 2020-09-04-1-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 09/10/2020
Date Tested: 09/09/2020
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: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 1 and 2 Faced and Fine 1 Faced
Weighted average percentage of fractured, coarse, 2 faced particles 96 %
Weighted average percentage of fractured, coarse, 1 faced particles 98 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test 3 of 8

DIME Test ID: 2020-09-04-1-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 09/10/2020
Date Tested: 09/09/2020
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: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.639
Absorption 1.2 %

Test 4 of 8

DIME Test ID: 2020-09-04-1-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 09/10/2020
Date Tested: 09/09/2020
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: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity 2.569
Bulk specific gravity (SSD Basis) 2.621
Apparent specific gravity 2.708
Absorption 2 %

Test 5 of 8

DIME Test ID: 2020-09-04-1-5
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: 09/10/2020
Date Tested: 09/09/2020
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: 9098293029
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) 3525 grams
Percent loss after 100 revolutions 7 %
Percent loss after 500 revolutions 30 %

Test 6 of 8

DIME Test ID: 2020-09-04-1-6
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: 09/10/2020
Date Tested: 09/08/2020
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: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Sand Equivalent 73

Test 7 of 8

DIME Test ID: 2020-09-04-1-7
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: 09/10/2020
Date Tested: 09/09/2020
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: 9098293029
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 8 of 8

DIME Test ID: 2020-09-04-1-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 09/10/2020
Date Tested: 09/09/2020
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: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.569
Average uncompacted voids 43.8 %