Print Report | Back to Sample Detail

Sample Record for 2019-03-22-8

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 213309 DEA: 081H0904 EFIS: 0816000141 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-43.5
Work Description: CONSTRUCT A SECOND LEFT-TURN LANE
Location Description: RIVERSIDE COUNTY IN NORCO AT SECOND STREET UNDERCROSSING.
Contractor Name: All American Asphalt
Contractor Address: 400 E. Sixth St, Corona CA, 92879
Resident Engineer: Xavier Avila Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-03-22-8
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: 03/22/2019
Date that the sample was received by the laboratory/organization performing the testing: 03/26/2019
The quantity of what the sample constitutes: JMF 6 Bags
A brief description of the sample: 3/4" RHMA-G-SP Aggregate
From where was the sample collected: Fabricator
Laboratory sample identification: 0199G-19
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Asphalt Corona

Material Information

Source Identification (SMARA or name of Pit): 91-33-0005::ALL AMERICAN ASPHALT
The fabricator's/manufacturer's product name for the sample: 106835
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Corona
A detailed description of where the material sample was collected: Belt cut of Coarse and Fine Aggregate at Source
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 8

DIME Test ID: 2019-03-22-8-1
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: 04/30/2019
Date Tested: 03/28/2019
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Sand Equivalent 61

Test 2 of 8

DIME Test ID: 2019-03-22-8-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/08/2019
Date Tested: 03/27/2019
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance:
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) Yes
Total mass of material in the sample 50199 grams
Cumulative mass retained on the 1 1/2 in. sieve 0 grams
Cumulative mass retained on the 1 in. sieve 0 grams
Cumulative mass retained on the 3/4 in. sieve 1406 grams
Cumulative mass retained on the 1/2 in. sieve 8946 grams
Cumulative mass retained on the 3/8 in. sieve 19310 grams
Mass retained on the 1/4 in. sieve 19310 grams
Cumulative mass retained on the #4 sieve 37527 grams
Total sample mass passing the #4 sieve 12672 grams
Total mass of fine material in the sample 510 grams
Cumulative mass retained on the #8 sieve 250 grams
Cumulative mass retained on the #16 sieve 331 grams
Cumulative mass retained on the #30 sieve 376 grams
Cumulative mass retained on the #50 sieve 407 grams
Cumulative mass retained on the #100 sieve 432 grams
Cumulative mass retained on the #200 sieve 451 grams
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 97.2 %
Cumulative percent passing the 1/2 in. sieve 82.2 %
Cumulative percent passing the 3/8 in. sieve 61.5 %
Cumulative percent passing the 1/4 in. sieve 61.5 %
Cumulative percent passing the #4 sieve 25.2 %
Cumulative percent passing the #8 sieve 12.8 %
Cumulative percent passing the #16 sieve 8.8 %
Cumulative percent passing the #30 sieve 6.6 %
Cumulative percent passing the #50 sieve 5.1 %
Cumulative percent passing the #100 sieve 3.9 %
Cumulative percent passing the #200 sieve 2.92 %

Test 3 of 8

DIME Test ID: 2019-03-22-8-4
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 05/08/2019
Date Tested: 03/27/2019
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.702
Absorption 0.7 %

Test 4 of 8

DIME Test ID: 2019-03-22-8-5
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 05/08/2019
Date Tested: 03/27/2019
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity 2.588
Bulk specific gravity (SSD Basis) 2.629
Apparent specific gravity 2.698
Absorption 1.6 %

Test 5 of 8

DIME Test ID: 2019-03-22-8-6
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/23/2019
Date Tested: 03/29/2019
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
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
Percentage of fractured, coarse, 2 faced particles tested 100 %
Percentage of fractured, coarse, 1 faced particles tested 100 %

Test 6 of 8

DIME Test ID: 2019-03-22-8-7
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: 05/08/2019
Date Tested: 03/27/2019
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
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) 3777 grams
Percent loss after 100 revolutions 6 %
Percent loss after 500 revolutions 24 %

Test 7 of 8

DIME Test ID: 2019-03-22-8-9
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 04/30/2019
Date Tested: 03/29/2019
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.588
Average uncompacted voids 45.1 %

Test 8 of 8

DIME Test ID: 2019-03-22-8-10
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: 04/30/2019
Date Tested: 03/29/2019
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method B
Determination By Mass
Dimensional ratio used 1:5
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 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.