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Sample Record for 2020-06-18-39

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Project Information

Project ID: 214571 DEA: 020J1104 EFIS: 0219000062 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-70-33.1/42.1
Work Description: PLACE HMA & SHOULDER BACKING, & REMOVE & REPLACE PAVEMENT DELINEATION.
Location Description: PLUMAS COUNTY AT AND NEAR KEDDIE FROM INDIAN CREEK BRIDGE TO 0.3 MILE WEST OF SPANISH CREEK BRIDGE NO. 09-0018
Contractor Name: Dig It Construction
Contractor Address: 803 Lorraine Dr, P.O. Box 494, Chester, CA 96020
Resident Engineer: Jeff Steppat Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-06-18-39
TL Number from the TL Form: 724738
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 06/18/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/18/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4-inch Untreated Virgin Type A Aggregate
From where was the sample collected: Source
Laboratory sample identification: D78488F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sierra Cascade Aggregate and Asphalt Products

Material Information

Source Identification (SMARA or name of Pit): 91-32-0002
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Lab-Batched from Sized Untreated Aggregate Stockpiles
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: JMF 20-07-S2
Lot number:
Sublot number:

Test Results

Test 1 of 4

DIME Test ID: 2020-06-18-39-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/06/2020
Date Tested: 10/05/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance: complies
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 96.7 %
Cumulative percent passing the 1/2 in. sieve 74.1 %
Cumulative percent passing the 3/8 in. sieve 65.4 %
Cumulative percent passing the 1/4 in. sieve 52.9 %
Cumulative percent passing the #4 sieve 47.6 %
Cumulative percent passing the #8 sieve 32 %
Cumulative percent passing the #16 sieve 21.3 %
Cumulative percent passing the #30 sieve 15.1 %
Cumulative percent passing the #50 sieve 11 %
Cumulative percent passing the #100 sieve 7.8 %
Cumulative percent passing the #200 sieve 5.82 %

Test 2 of 4

DIME Test ID: 2020-06-18-39-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 10/06/2020
Date Tested: 10/06/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
Method 1 - Combined Fracture Determination
Aggregate Size and Fracture Type Coarse 1 and 2 Faced and Fine 1 Faced
Percentage of questionable, coarse, 2 faced particles tested 1 %
Percentage of questionable, coarse, 1 faced particles tested 1 %
Percentage of questionable, fine, 1 faced particles tested 0 %
Percentage of fractured, coarse, 2 faced particles tested 89 %
Percentage of fractured, coarse, 1 faced particles tested 90 %
Percentage of fractured, fine, 1 faced particles tested 97 %

Test 3 of 4

DIME Test ID: 2020-06-18-39-6
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: 10/06/2020
Date Tested: 10/05/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation B
Mass of sample on No.12 sieve (after 500 revolutions) 4001 grams
Percent loss after 100 revolutions 4 %
Percent loss after 500 revolutions 19 %

Test 4 of 4

DIME Test ID: 2020-06-18-39-8
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 10/06/2020
Date Tested: 10/06/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Which test procedure(s) is/are used? Procedure B
Was strict temperature control maintained? Yes
What type of water was used? Distilled
Durability Index (fine) 83

Tests Assigned to this Sample

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