Print Report | Back to Sample Detail

Sample Record for 2017-12-22-1

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

Project Information

Project ID: 99999 DEA: 0322222 QA Service Level:
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2017-12-22-1
TL Number from the TL Form: Aggregate TL Number
Sample Submitted By Organization: CT QAM - Sacramento Field Laboratory
Sample Organization Contact: (916) 227-7266
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 12/22/2017
Date that the sample was received by the laboratory/organization performing the testing: 12/22/2017
The quantity of what the sample constitutes: Unknown Quantity
A brief description of the sample: 3 4 in Aggregate Sample
From where was the sample collected: Source
Laboratory sample identification: Aggregate Sample ID
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SNC Mustang Pit Sparks NV

Material Information

Source Identification (SMARA or name of Pit): Aggregate Source ID
The fabricator's/manufacturer's product name for the sample: SNC Mustang Pit Sparks NV
The fabricator/manufacturer designation for the sample: SNC Mustang Pit Sparks NV
The plant number: 99999
A detailed description of where the material sample was collected: Coarse aggregate pile at source
Where the material sample would have been placed if not sampled: 7753550420
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: Unknown
Lot number:
Sublot number:

Test Results

Test 1 of 9

DIME Test ID: 2017-12-22-1-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 12/22/2017
Date Tested: 12/22/2017
Submitted By Organization: CT QAM - Sacramento Field Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (916) 227-7266
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
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 64.1 %
Cumulative percent passing the 1/2 in. sieve 2.2 %
Cumulative percent passing the 3/8 in. sieve 1.4 %
Cumulative percent passing the 1/4 in. sieve 1.4 %
Cumulative percent passing the #4 sieve 1.1 %
Cumulative percent passing the #8 sieve 0.9 %
Cumulative percent passing the #16 sieve 0.9 %
Cumulative percent passing the #30 sieve 0.9 %
Cumulative percent passing the #50 sieve 0.9 %
Cumulative percent passing the #100 sieve 0.9 %
Cumulative percent passing the #200 sieve 0.8 %

Test 2 of 9

DIME Test ID: 2017-12-22-1-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 12/22/2017
Date Tested: 12/22/2017
Submitted By Organization: CT QAM - Sacramento Field Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (916) 227-7266
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 99.8 %
Weighted average percentage of fractured, coarse, 1 faced particles 100 %
Percentage of fractured, fine, 1 faced particles tested 97.6 %

Test 3 of 9

DIME Test ID: 2017-12-22-1-3
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: 12/22/2017
Date Tested: 12/22/2017
Submitted By Organization: CT QAM - Sacramento Field Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (916) 227-7266
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Grading designation A
Percent loss after 100 revolutions 3.2 %
Percent loss after 500 revolutions 12.2 %

Test 4 of 9

DIME Test ID: 2017-12-22-1-4
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: 12/22/2017
Date Tested: 12/22/2017
Submitted By Organization: CT QAM - Sacramento Field Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (916) 227-7266
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Sand Equivalent 76

Test 5 of 9

DIME Test ID: 2017-12-22-1-5
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 12/22/2017
Date Tested: 12/22/2017
Submitted By Organization: CT QAM - Sacramento Field Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (916) 227-7266
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.657
Average uncompacted voids 45.1 %

Test 6 of 9

DIME Test ID: 2017-12-22-1-6
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: 12/22/2017
Date Tested: 12/22/2017
Submitted By Organization: CT QAM - Sacramento Field Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (916) 227-7266
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method A
Determination By Mass
Dimensional ratio used 1:5
Weighted percentage of particles (by mass) that were flat 1.4 %
Weighted percentage of particles (by mass) that were elongated 1.4 %
Weighted percentage of particles (by mass) that were both flat and elongated 1.4 %
Weighted percentage of particles (by mass) that were neither flat nor elongated 1.4 %

Test 7 of 9

DIME Test ID: 2017-12-22-1-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 12/22/2017
Date Tested: 12/22/2017
Submitted By Organization: CT QAM - Sacramento Field Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (916) 227-7266
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.706
Absorption 1.4 %

Test 8 of 9

DIME Test ID: 2017-12-22-1-8
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 12/22/2017
Date Tested: 12/22/2017
Submitted By Organization: CT QAM - Sacramento Field Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (916) 227-7266
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity 2.657
Bulk specific gravity (SSD Basis) 2.707
Apparent specific gravity 2.795
Absorption 1.8 %

Test 9 of 9

DIME Test ID: 2017-12-22-1-9
Test Method: AASHTO T100-15: Standard Method of Test for Specific Gravity of Soils (Specific Gravity)
Verified Date: 12/29/2017
Date Tested: 12/29/2017
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bscott@altavistasolutions.com
Organization Phone: (562) 500-5861
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Specific gravity 2.380

Tests Assigned to this Sample

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