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Sample Record for 2020-04-03-9

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Project Information

Project ID: 213580 DEA: 051C2604 EFIS: 0512000108 QA Service Level: 1
DIST-CO-RTE-PM: 05-SBT-25-25.9/26.3
Work Description: CURVE REALIGNMENT, RETAINING WALL, CULVERT EXTENSION.
Location Description: SAN BENITO COUNTY ABOUT 23 MILES SOUTH OF HOLLISTER FROM 0.06 MILE SOUTH OF LA GLORIA ROAD TO 0.20 MILE SOUTH OF ENTRANCE TO CALIFORNIA DEPARTMENT OF FORESTRY COMPOUND
Contractor Name: GRANITE ROCK COMPANY
Contractor Address: 5225 HELLYER AVE, SUITE 220, SAN JOSE, CA 95138
Resident Engineer: Rodger Johnson Structure Rep.: Moreno, Juan

Sample Information

DIME Sample ID: 2020-04-03-9
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: 04/03/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/20/2020
The quantity of what the sample constitutes: One JMF verification
A brief description of the sample: bags of aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Graniterock Aromas

Material Information

Source Identification (SMARA or name of Pit): 91-35-0012
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: At the Plant
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 7

DIME Test ID: 2020-04-03-9-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/28/2020
Date Tested: 04/28/2020
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 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 95.5 %
Cumulative percent passing the 1/2 in. sieve 75.8 %
Cumulative percent passing the 3/8 in. sieve 70.5 %
Cumulative percent passing the #4 sieve 56.9 %
Cumulative percent passing the #8 sieve 39.9 %
Cumulative percent passing the #16 sieve 24.1 %
Cumulative percent passing the #30 sieve 15.6 %
Cumulative percent passing the #50 sieve 9.3 %
Cumulative percent passing the #100 sieve 4.8 %
Cumulative percent passing the #200 sieve 2.5 %

Test 2 of 7

DIME Test ID: 2020-04-03-9-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/28/2020
Date Tested: 04/27/2020
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:
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 97 %

Test 3 of 7

DIME Test ID: 2020-04-03-9-3
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: 04/28/2020
Date Tested: 04/23/2020
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:
Grading designation B
Percent loss after 100 revolutions 10 %
Percent loss after 500 revolutions 39 %

Test 4 of 7

DIME Test ID: 2020-04-03-9-4
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: 04/28/2020
Date Tested: 04/23/2020
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 7

DIME Test ID: 2020-04-03-9-5
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: 04/28/2020
Date Tested: 04/23/2020
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:
Method B
Determination By Mass
Dimensional ratio used 5:1
Weighted percentage of particles (by mass) that were flat and elongated 0 %
Weighted percentage of particles (by mass) that were not flat and elongated 100 %

Test 6 of 7

DIME Test ID: 2020-04-03-9-6
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 04/28/2020
Date Tested: 04/24/2020
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 2.701
Bulk specific gravity (SSD Basis) 2.742
Apparent specific gravity 2.817
Absorption 1.5 %

Test 7 of 7

DIME Test ID: 2020-04-03-9-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 04/28/2020
Date Tested: 04/24/2020
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 2.775
Absorption 1.2 %

Tests Assigned to this Sample

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