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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.: Moreno, Juan

Sample Information

DIME Sample ID: 2020-01-27-25
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Field 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 or name of Pit): 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

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)
Verified Date: 02/24/2020
Date Tested: 02/14/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) No
Cumulative mass retained on the 2 in. sieve 0 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 140.8 grams
Cumulative mass retained on the 3/8 in. sieve 637 grams
Total sample mass passing the #4 sieve 5253.6 grams
Cumulative mass retained on the #4 sieve 2191.8 grams
Total mass of material in the sample 8223.2 grams
Cumulative mass retained on the #8 sieve 112.2 grams
Cumulative mass retained on the #16 sieve 78.4 grams
Cumulative mass retained on the #30 sieve 58.1 grams
Cumulative mass retained on the #50 sieve 48.3 grams
Cumulative mass retained on the #100 sieve 29.5 grams
Cumulative mass retained on the #200 sieve 10.1 grams
Mass retained on the pan (fine aggregate) 15 grams
Total mass of fine material in the sample 351.6 grams
Total cumulative mass of coarse aggregate 2969.6 grams
Total cumulative mass of fine aggregate 351.6 grams
Percentage of coarse material 36.1 %
Percentage of fine material 63.9 %
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 43.5 %
Cumulative percent passing the #16 sieve 29.3 %
Cumulative percent passing the #30 sieve 18.7 %
Cumulative percent passing the #50 sieve 9.9 %
Cumulative percent passing the #100 sieve 4.6 %
Cumulative percent passing the #200 sieve 2.7 %

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 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
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 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
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 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
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 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
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 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
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 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
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 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
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 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
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)
Verified Date: 03/02/2020
Date Tested: 03/02/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) No
Cumulative mass retained on the 2 in. sieve 0 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 140.8 grams
Cumulative mass retained on the 3/8 in. sieve 4 grams
Total sample mass passing the #4 sieve 5253.6 grams
Cumulative mass retained on the #4 sieve 2969.6 grams
Total mass of material in the sample 0 grams
Cumulative mass retained on the #8 sieve 105.6 grams
Cumulative mass retained on the #16 sieve 70.1 grams
Cumulative mass retained on the #30 sieve 42.1 grams
Cumulative mass retained on the #50 sieve 44.1 grams
Cumulative mass retained on the #100 sieve 27.6 grams
Cumulative mass retained on the #200 sieve 10.2 grams
Mass retained on the pan (fine aggregate) 16.2 grams
Total mass of fine material in the sample 322.1 grams
Total cumulative mass of coarse aggregate 3114.4 grams
Total cumulative mass of fine aggregate 315.9 grams
Percentage of coarse material 37.2 %
Percentage of fine material 62.8 %
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 98.3 %
Cumulative percent passing the #4 sieve 62.8 %
Cumulative percent passing the #8 sieve 41.8 %
Cumulative percent passing the #16 sieve 27.9 %
Cumulative percent passing the #30 sieve 19.5 %
Cumulative percent passing the #50 sieve 10.7 %
Cumulative percent passing the #100 sieve 5.2 %
Cumulative percent passing the #200 sieve 3.2 %

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 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) No
Cumulative mass retained on the 2 in. sieve 0 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 140.8 grams
Cumulative mass retained on the 3/8 in. sieve 637 grams
Total sample mass passing the #4 sieve 5253.7 grams
Cumulative mass retained on the #4 sieve 2191.8 grams
Total mass of material in the sample 0 grams
Cumulative mass retained on the #8 sieve 102.6 grams
Cumulative mass retained on the #16 sieve 70.1 grams
Cumulative mass retained on the #30 sieve 44.6 grams
Cumulative mass retained on the #50 sieve 41.5 grams
Cumulative mass retained on the #100 sieve 27.6 grams
Cumulative mass retained on the #200 sieve 10.2 grams
Mass retained on the pan (fine aggregate) 16.2 grams
Total mass of fine material in the sample 322.1 grams
Total cumulative mass of coarse aggregate 2969.6 grams
Total cumulative mass of fine aggregate 312.8 grams
Percentage of coarse material 36.1 %
Percentage of fine material 63.9 %
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 %

Tests Assigned to this Sample

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