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

Sample Record for 2020-07-30-20


Project Information

Project ID: 214859 DEA: 120R8804 EFIS: 1219000050 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-39-19.0/22.6
Work Description: COLD PLANE AC PAVEMENT, PLACE RHMA AND INDUCTIVE LOOP DETECTOR.
Location Description: IN ORANGE COUNTY IN LA HABRA FROM WESTRIDGE PLAZA NORTH TO HARBOR BOULEVARD
Contractor Name: SULLY-MILLER CONTRACTING COMPANY Contractor Address: 135 S State College Blvd #400,
Resident Engineer: Jose Berrios Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-07-30-20
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: 07/30/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/31/2020
The quantity of what the sample constitutes: 4 Bags Combined Agg.,
A brief description of the sample: JMF 1/2" RHMA-G-WMA 0.6% Evotherm
From where was the sample collected: Manufacturer
Laboratory sample identification: 0472G-20
Structure unique identifier:
Structure name:

Material Information

Source Identification (SMARA or name of Pit): 91-19-0052
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number: 300191 WMA
A detailed description of where the material sample was collected: Belt Cut at Blue Diamond Irwindale Plant
Where the material sample would have been placed if not sampled: Asphalt Paving
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:

Test Results

Test 1 of 8

DIME Test ID: 2020-07-30-20-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/10/2020
Date Tested: 08/04/2020
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St
Test General Comments: Combined Virgin Aggregate Gradation
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) No
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 100 %
Cumulative percent passing the 1/2 in. sieve 96 %
Cumulative percent passing the 3/8 in. sieve 83 %
Cumulative percent passing the #4 sieve 39 %
Cumulative percent passing the #8 sieve 15 %
Cumulative percent passing the #16 sieve 10 %
Cumulative percent passing the #30 sieve 7 %
Cumulative percent passing the #50 sieve 5 %
Cumulative percent passing the #100 sieve 3 %
Cumulative percent passing the #200 sieve 2.2 %

Test Results

Test 2 of 8

DIME Test ID: 2020-07-30-20-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/10/2020
Date Tested: 08/05/2020
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St
Test General Comments:
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 98 %
Weighted average percentage of fractured, coarse, 1 faced particles 99 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test Results

Test 3 of 8

DIME Test ID: 2020-07-30-20-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 08/10/2020
Date Tested: 08/05/2020
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St
Test General Comments:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.637
Absorption 1.1 %

Test Results

Test 4 of 8

DIME Test ID: 2020-07-30-20-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 08/10/2020
Date Tested: 08/05/2020
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St
Test General Comments:
Additional Comments When Verified:
Bulk specific gravity 2.649
Bulk specific gravity (SSD Basis) 2.680
Apparent specific gravity 2.732
Absorption 1.2 %

Test Results

Test 5 of 8

DIME Test ID: 2020-07-30-20-5
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: 08/10/2020
Date Tested: 08/05/2020
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St
Test General Comments:
Additional Comments When Verified:
Grading designation C
Mass of sample on No.12 sieve (after 500 revolutions) 3194 grams
Percent loss after 100 revolutions 9 %
Percent loss after 500 revolutions 36 %

Test Results

Test 6 of 8

DIME Test ID: 2020-07-30-20-6
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: 08/10/2020
Date Tested: 08/05/2020
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St
Test General Comments:
Additional Comments When Verified:
Sand Equivalent 89

Test Results

Test 7 of 8

DIME Test ID: 2020-07-30-20-7
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: 08/10/2020
Date Tested: 08/05/2020
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St
Test General Comments:
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 %

Test Results

Test 8 of 8

DIME Test ID: 2020-07-30-20-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 08/10/2020
Date Tested: 08/05/2020
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St
Test General Comments:
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.649
Average uncompacted voids 46.2 %