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Sample Record for 2019-03-26-12

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Project Information

Project ID: 212816 DEA: 020H6304 EFIS: 0215000063 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-139-6.2/7.3
Work Description: ROADWAY EXCAVATION, AGGREGATE BASE, HOT MIX ASPHALT, GUARDRAIL
Location Description: LASSEN COUNTY ABOUT 6 MILES NORTH OF SUSANVILLE FROM 1.0 MILE SOUTH TO 0.1 MILE SOUTH OF ANTELOPE RADIO STREET
Contractor Name: Knife River Construction
Contractor Address: 1764 Skyway, CHICO, CA 95928
Resident Engineer: John Yolton Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-03-26-12
TL Number from the TL Form: 002275
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: 03/26/2019
Date that the sample was received by the laboratory/organization performing the testing: 03/26/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2-inch OGFC Untreated Aggregate
From where was the sample collected: Source
Laboratory sample identification: D77808F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Orland Plant

Material Information

Source Identification (SMARA or name of Pit): 91-11-0007::ORLAND PLANT
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: OR-22251000
The plant number: Unknown
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: Unknown
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number: JMF 19-02-S1
Lot number: 0
Sublot number: 0

Test Results

Test 1 of 8

DIME Test ID: 2019-03-26-12-1
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 04/23/2019
Date Tested: 04/10/2019
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:
Plastic Index(PI) NP
Liquid Limit (LL) 0 %
Plastic Limit (PL) 0 %

Test 2 of 8

DIME Test ID: 2019-03-26-12-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/23/2019
Date Tested: 04/09/2019
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:
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 2 %
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 93 %
Percentage of fractured, coarse, 1 faced particles tested 95 %
Percentage of fractured, fine, 1 faced particles tested 99 %

Test 3 of 8

DIME Test ID: 2019-03-26-12-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 04/23/2019
Date Tested: 04/11/2019
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:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.707
Absorption 1.4 %

Test 4 of 8

DIME Test ID: 2019-03-26-12-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 04/23/2019
Date Tested: 04/12/2019
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:
Additional Comments When Verified:
Bulk specific gravity 2.652
Bulk specific gravity (SSD Basis) 2.699
Apparent specific gravity 2.784
Absorption 1.8 %

Test 5 of 8

DIME Test ID: 2019-03-26-12-5
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: 04/23/2019
Date Tested: 04/12/2019
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 C
Mass of sample on No.12 sieve (after 500 revolutions) 4070 grams
Percent loss after 100 revolutions 4 %
Percent loss after 500 revolutions 18 %

Test 6 of 8

DIME Test ID: 2019-03-26-12-6
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 04/23/2019
Date Tested: 04/12/2019
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 A and Procedure B
Was strict temperature control maintained? Yes
What type of water was used? Distilled
Durability Index (coarse) 70
Durability Index (fine) 63

Test 7 of 8

DIME Test ID: 2019-03-26-12-7
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: 04/23/2019
Date Tested: 04/16/2019
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: not applicable
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 0.85 %
Weighted percentage of particles (by mass) that were not flat and elongated 99.15 %

Test 8 of 8

DIME Test ID: 2019-03-26-12-8
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/23/2019
Date Tested: 04/11/2019
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
Total mass of material in the sample 1500 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 0 grams
Cumulative mass retained on the 1/2 in. sieve 101 grams
Cumulative mass retained on the 3/8 in. sieve 273 grams
Mass retained on the 1/4 in. sieve 734 grams
Cumulative mass retained on the #4 sieve 985 grams
Total sample mass passing the #4 sieve 515 grams
Total mass of fine material in the sample 515 grams
Cumulative mass retained on the #8 sieve 211 grams
Cumulative mass retained on the #16 sieve 302 grams
Cumulative mass retained on the #30 sieve 360.5 grams
Cumulative mass retained on the #50 sieve 404 grams
Cumulative mass retained on the #100 sieve 438.5 grams
Cumulative mass retained on the #200 sieve 458.8 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 100 %
Cumulative percent passing the 1/2 in. sieve 93.3 %
Cumulative percent passing the 3/8 in. sieve 81.8 %
Cumulative percent passing the 1/4 in. sieve 51.1 %
Cumulative percent passing the #4 sieve 34.3 %
Cumulative percent passing the #8 sieve 20.2 %
Cumulative percent passing the #16 sieve 14.2 %
Cumulative percent passing the #30 sieve 10.3 %
Cumulative percent passing the #50 sieve 7.4 %
Cumulative percent passing the #100 sieve 5.1 %
Cumulative percent passing the #200 sieve 3.74 %

Tests Assigned to this Sample

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