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Sample Record for 2018-05-22-21

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Project Information

Project ID: 212997 DEA: 023H2104 EFIS: 0217000070 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-70,89-53.5/58.4,21.0/29.9
Work Description: AC OVERLAY, REPLACE AC SURFACE, GUARDRAIL, SHOULDER BACKING
Location Description: PLUMAS COUNTY ON ROUTE 70 FROM GREENHORN RANCH ROAD TO 0.2 MILE EAST OF SLOAT ROAD AND ON ROUTE 89 FROM 0.3 MILE SOUTH OF ALTA CAMP ROAD TO CANYON DAM PICNIC AREA
Contractor Name: LAMON CONSTRUCTION
Contractor Address: 871 Von Geldern Way, Yuba City , CA 95991
Resident Engineer: Ronald Collins Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2018-05-22-21
TL Number from the TL Form: 894813
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 05/22/2018
Date that the sample was received by the laboratory/organization performing the testing: 05/23/2018
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Sized Virgin Aggregates
From where was the sample collected: Source
Laboratory sample identification: D77417
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Lockwood Quarry

Material Information

Source Identification (SMARA, name of Pit or Job Site): Lockwood Quarry (NV)
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: 1515
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: 3/4 inch
The concrete mix design number: JMF 18-12-S1
Lot number:
Sublot number:
Aggregate Mix Number:

Test Results

Test 1 of 9

DIME Test ID: 2018-05-22-21-1
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 12/17/2018
Date Tested: 06/22/2018
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
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 9

DIME Test ID: 2018-05-22-21-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 12/17/2018
Date Tested: 06/22/2018
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
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 fractured, coarse, 2 faced particles tested 98 %
Percentage of fractured, coarse, 1 faced particles tested 99 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test 3 of 9

DIME Test ID: 2018-05-22-21-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 12/17/2018
Date Tested: 06/22/2018
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
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 2.629
Absorption 2 %

Test 4 of 9

DIME Test ID: 2018-05-22-21-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 12/17/2018
Date Tested: 06/25/2018
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
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 2.611
Bulk specific gravity (SSD Basis) 2.664
Apparent specific gravity 2.758
Absorption 2 %

Test 5 of 9

DIME Test ID: 2018-05-22-21-5
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: 12/17/2018
Date Tested: 06/22/2018
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
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
Percent loss after 100 revolutions 3 %
Percent loss after 500 revolutions 15 %

Test 6 of 9

DIME Test ID: 2018-05-22-21-6
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: 12/17/2018
Date Tested: 06/22/2018
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
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:
Sand Equivalent 82

Test 7 of 9

DIME Test ID: 2018-05-22-21-7
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 12/17/2018
Date Tested: 06/22/2018
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
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) 74
Durability Index (fine) 76

Test 8 of 9

DIME Test ID: 2018-05-22-21-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 12/17/2018
Date Tested: 06/22/2018
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
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 test method is performed? Method A
Bulk dry specific gravity 2.611
Average uncompacted voids 47.8 %

Test 9 of 9

DIME Test ID: 2018-05-22-21-9
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: 12/17/2018
Date Tested: 06/21/2018
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
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 B
Determination By Mass
Dimensional ratio used 1:5
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 %