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Sample Record for 2018-08-16-7

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Project Information

Project ID: 213297 DEA: 010H3704 EFIS: 0117000165 QA Service Level: 1
DIST-CO-RTE-PM: 01-LAK-20-33.6/37.1,45.2/46.5
Work Description: RUBBERIZED HOT MIX ASPHALT - GAP GRADED AND MIDWEST GUARDRAIL SYSTEM
Location Description: LAKE COUNTY NEAR CLEARLAKE OAKS FROM 0.6 MILE EAST OF NEW LONG VALLEY ROAD TO NORTH FORK CACHE CREEK BRIDGE AND FROM 1.4 MILES EAST OF ABBOT MINE ROAD TO COLUSA COUNTY LINE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 1324 S. State Street, Ukiah, CA 95482
Resident Engineer: Dan Kraft Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2018-08-16-7
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT D01 - Field Laboratory
Sample Organization Contact: (707) 445-6373
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 08/16/2018
Date that the sample was received by the laboratory/organization performing the testing: 08/18/2018
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: JMF 1/2 Cold feed
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite HWY 175

Material Information

Source Identification (SMARA or name of Pit): 91-17-0035::KEITHLY RANCH / HIGHWAY 175 QUARRY
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:
Sublot number:

Test Results

Test 1 of 7

DIME Test ID: 2018-08-16-7-1
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: 08/29/2018
Date Tested: 08/29/2018
Submitted By Organization: CT D01 - Field Laboratory
Organization Address: 1726 Albee St,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 445-6373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 68

Test 2 of 7

DIME Test ID: 2018-08-16-7-2
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 08/29/2018
Date Tested: 08/29/2018
Submitted By Organization: CT D01 - Field Laboratory
Organization Address: 1726 Albee St,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 445-6373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What test method is performed? Method C
Bulk dry specific gravity 2.634
Average uncompacted voids 45 %

Test 3 of 7

DIME Test ID: 2018-08-16-7-3
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 08/29/2018
Date Tested: 08/29/2018
Submitted By Organization: CT D01 - Field Laboratory
Organization Address: 1726 Albee St,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 445-6373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Bulk specific gravity 2.634
Bulk specific gravity (SSD Basis) 2.719
Apparent specific gravity 2.878
Absorption 3.2 %

Test 4 of 7

DIME Test ID: 2018-08-16-7-5
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 08/29/2018
Date Tested: 08/29/2018
Submitted By Organization: CT D01 - Field Laboratory
Organization Address: 1726 Albee St,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 445-6373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.758
Absorption 1.6 %

Test 5 of 7

DIME Test ID: 2018-08-16-7-6
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: 08/29/2018
Date Tested: 08/29/2018
Submitted By Organization: CT D01 - Field Laboratory
Organization Address: 1726 Albee St,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 445-6373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation B
Percent loss after 100 revolutions 4 %
Percent loss after 500 revolutions 18 %

Test 6 of 7

DIME Test ID: 2018-08-16-7-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/29/2018
Date Tested: 08/29/2018
Submitted By Organization: CT D01 - Field Laboratory
Organization Address: 1726 Albee St,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 445-6373
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 100 %
Percentage of fractured, coarse, 1 faced particles tested 100 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test 7 of 7

DIME Test ID: 2018-08-16-7-8
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/29/2018
Date Tested: 08/29/2018
Submitted By Organization: CT D01 - Field Laboratory
Organization Address: 1726 Albee St,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 445-6373
General Comments for this Test:
Test Result Compliance: does not comply
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 100 %
Cumulative percent passing the 1/2 in. sieve 99 %
Cumulative percent passing the 3/8 in. sieve 91 %
Cumulative percent passing the 1/4 in. sieve 91 %
Cumulative percent passing the #4 sieve 31 %
Cumulative percent passing the #8 sieve 19 %
Cumulative percent passing the #16 sieve 12 %
Cumulative percent passing the #30 sieve 8 %
Cumulative percent passing the #50 sieve 6 %
Cumulative percent passing the #100 sieve 4 %
Cumulative percent passing the #200 sieve 2.5 %

Tests Assigned to this Sample

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