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Sample Record for 2019-02-18-21

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

Project Information

DEA: No Project QA Service Level:
DIST-CO-RTE-PM: ---
Work Description: Special project identifier for material not associated with a project
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-02-18-21
TL Number from the TL Form:
Sample Submitted By Organization: Sierra Pacific Materials
Sample Organization Contact: (805) 423-2327
Type of Sample: Preliminary
Type of Material: Aggregate
Sample Taken Date: 02/18/2019
Date that the sample was received by the laboratory/organization performing the testing: 02/18/2019
The quantity of what the sample constitutes: JMF
A brief description of the sample: JMF 1/2 Cold feed
From where was the sample collected: Source
Laboratory sample identification: TEM12SPLA
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPM-Templeton

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-10-0006::AVENAL AGGREGATES
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: Cold Feed
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:
Test results on following page(s): 10

Test Results

Test 1 of 10

DIME Test ID: 2019-02-18-21-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/30/2019
Date Tested: 02/18/2019
Submitted By Organization: Sierra Pacific Materials
Organization Address: 45315 Lost Hills Road,
Organization City: Coalinga
Organization State: CA
Organization Zipcode: 93210
Organization Email: mdavis@papichconstruction.com
Organization Phone: (805) 423-2327
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 1 Faced
Weighted average percentage of fractured, coarse, 1 faced particles 99 %

Test 2 of 10

DIME Test ID: 2019-02-18-21-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/30/2019
Date Tested: 02/18/2019
Submitted By Organization: Sierra Pacific Materials
Organization Address: 45315 Lost Hills Road,
Organization City: Coalinga
Organization State: CA
Organization Zipcode: 93210
Organization Email: mdavis@papichconstruction.com
Organization Phone: (805) 423-2327
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 2 Faced
Weighted average percentage of fractured, coarse, 2 faced particles 97 %

Test 3 of 10

DIME Test ID: 2019-02-18-21-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/30/2019
Date Tested: 02/18/2019
Submitted By Organization: Sierra Pacific Materials
Organization Address: 45315 Lost Hills Road,
Organization City: Coalinga
Organization State: CA
Organization Zipcode: 93210
Organization Email: mdavis@papichconstruction.com
Organization Phone: (805) 423-2327
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Fine 1 Faced
Percentage of fractured, fine, 1 faced particles tested 97 %

Test 4 of 10

DIME Test ID: 2019-02-18-21-4
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: 07/30/2019
Date Tested: 02/18/2019
Submitted By Organization: Sierra Pacific Materials
Organization Address: 45315 Lost Hills Road,
Organization City: Coalinga
Organization State: CA
Organization Zipcode: 93210
Organization Email: mdavis@papichconstruction.com
Organization Phone: (805) 423-2327
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Grading designation B
Percent loss after 100 revolutions 5 %
Percent loss after 500 revolutions 21 %

Test 5 of 10

DIME Test ID: 2019-02-18-21-5
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: 07/30/2019
Date Tested: 02/18/2019
Submitted By Organization: Sierra Pacific Materials
Organization Address: 45315 Lost Hills Road,
Organization City: Coalinga
Organization State: CA
Organization Zipcode: 93210
Organization Email: mdavis@papichconstruction.com
Organization Phone: (805) 423-2327
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Sand Equivalent 76

Test 6 of 10

DIME Test ID: 2019-02-18-21-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 07/30/2019
Date Tested: 02/18/2019
Submitted By Organization: Sierra Pacific Materials
Organization Address: 45315 Lost Hills Road,
Organization City: Coalinga
Organization State: CA
Organization Zipcode: 93210
Organization Email: mdavis@papichconstruction.com
Organization Phone: (805) 423-2327
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.546
Average uncompacted voids 46 %

Test 7 of 10

DIME Test ID: 2019-02-18-21-7
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: 07/30/2019
Date Tested: 02/18/2019
Submitted By Organization: Sierra Pacific Materials
Organization Address: 45315 Lost Hills Road,
Organization City: Coalinga
Organization State: CA
Organization Zipcode: 93210
Organization Email: mdavis@papichconstruction.com
Organization Phone: (805) 423-2327
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 0 %
Weighted percentage of particles (by mass) that were elongated 0 %
Weighted percentage of particles (by mass) that were both flat and elongated 0 %
Weighted percentage of particles (by mass) that were neither flat nor elongated 0 %

Test 8 of 10

DIME Test ID: 2019-02-18-21-8
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 07/30/2019
Date Tested: 02/18/2019
Submitted By Organization: Sierra Pacific Materials
Organization Address: 45315 Lost Hills Road,
Organization City: Coalinga
Organization State: CA
Organization Zipcode: 93210
Organization Email: mdavis@papichconstruction.com
Organization Phone: (805) 423-2327
General Comments for this Test: 3512 does not provide individual LL and PL results, only PI
Test Result Compliance:
Additional Comments When Verified:
Plastic Index(PI) NP
Liquid Limit (LL) 1 %
Plastic Limit (PL) 1 %

Test 9 of 10

DIME Test ID: 2019-02-18-21-9
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 07/30/2019
Date Tested: 02/18/2019
Submitted By Organization: Sierra Pacific Materials
Organization Address: 45315 Lost Hills Road,
Organization City: Coalinga
Organization State: CA
Organization Zipcode: 93210
Organization Email: mdavis@papichconstruction.com
Organization Phone: (805) 423-2327
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.597
Absorption 1.7 %

Test 10 of 10

DIME Test ID: 2019-02-18-21-10
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 07/30/2019
Date Tested: 02/18/2019
Submitted By Organization: Sierra Pacific Materials
Organization Address: 45315 Lost Hills Road,
Organization City: Coalinga
Organization State: CA
Organization Zipcode: 93210
Organization Email: mdavis@papichconstruction.com
Organization Phone: (805) 423-2327
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity 2.546
Bulk specific gravity (SSD Basis) 2.608
Apparent specific gravity 2.716
Absorption 2.5 %