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Sample Record for 2020-01-27-25

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Project Information

Project ID: 213596 DEA: 051C8904 EFIS: 0513000009 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-101-87.3/R91.5
Work Description: PRECAST CONC PVMT, CRACK AND SEAT PAVEMENT AND RECONSTRUCT RAMPS.
Location Description: MONTEREY COUNTY IN SALINAS FROM EAST MARKET STREET UNDERCROSSING TO 0.3 MILE SOUTH OF ESPINOSA ROAD
Contractor Name: Granite Rock Company
Contractor Address: 411 Walker Street, Watsonville, CA 95076
Resident Engineer: Tyler Lavering Structure Rep.: Juan Moreno

Sample Information

DIME Sample ID: 2020-01-27-25
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 01/27/2020
Date that the sample was received by the laboratory/organization performing the testing: 02/12/2020
The quantity of what the sample constitutes: One JMF Renewal
A brief description of the sample: Aggregate for HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification: 20-J-002
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Graniterock Aromas Drum Plant

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-35-0012::A.R. WILSON 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: From the plant
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

Test 1 of 11

DIME Test ID: 2020-01-27-25-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
This test has been superseded on 03/02/2020.
Reason: retested

Test 2 of 11

DIME Test ID: 2020-01-27-25-3
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 02/24/2020
Date Tested: 02/14/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity 2.649
Bulk specific gravity (SSD Basis) 2.710
Apparent specific gravity 2.821
Absorption 2.3 %

Test 3 of 11

DIME Test ID: 2020-01-27-25-4
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 02/24/2020
Date Tested: 02/14/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.755
Absorption 1.3 %

Test 4 of 11

DIME Test ID: 2020-01-27-25-5
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: 02/24/2020
Date Tested: 02/18/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Sand Equivalent 80

Test 5 of 11

DIME Test ID: 2020-01-27-25-6
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 03/02/2020
Date Tested: 03/19/2019
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
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 Faced
Percentage of fractured, coarse, 1 faced particles tested 99 %

Test 6 of 11

DIME Test ID: 2020-01-27-25-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 03/02/2020
Date Tested: 03/19/2019
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Method 1 - Combined Fracture Determination
Aggregate Size and Fracture Type Coarse 2 Faced
Percentage of fractured, coarse, 2 faced particles tested 98 %

Test 7 of 11

DIME Test ID: 2020-01-27-25-8
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 03/02/2020
Date Tested: 03/19/2019
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Method 1 - Combined Fracture Determination
Aggregate Size and Fracture Type Fine 1 Faced
Percentage of fractured, fine, 1 faced particles tested 98 %

Test 8 of 11

DIME Test ID: 2020-01-27-25-9
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: 03/02/2020
Date Tested: 03/19/2019
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation C
Percent loss after 100 revolutions 10 %
Percent loss after 500 revolutions 37 %

Test 9 of 11

DIME Test ID: 2020-01-27-25-10
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: 03/02/2020
Date Tested: 03/19/2019
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
Method A
Determination By Mass
Dimensional ratio used 5:1
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 10 of 11

DIME Test ID: 2020-01-27-25-11
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
This test has been superseded on 03/02/2020.
Reason: corrected

Test 11 of 11

DIME Test ID: 2020-01-27-25-12
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/02/2020
Date Tested: 03/02/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Cumulative percent passing the 2 in. sieve 100 %
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 98 %
Cumulative percent passing the 3/8 in. sieve 90.5 %
Cumulative percent passing the #4 sieve 63.9 %
Cumulative percent passing the #8 sieve 42.9 %
Cumulative percent passing the #16 sieve 28.6 %
Cumulative percent passing the #30 sieve 19.5 %
Cumulative percent passing the #50 sieve 11 %
Cumulative percent passing the #100 sieve 5.4 %
Cumulative percent passing the #200 sieve 3.3 %