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Sample Record for 2021-09-09-42

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Project Information

Project ID: 214601 DEA: 041J5694 EFIS: 0419000313 QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-101-0.0/21.8
Work Description: Barrier modifications, overhead signs, freeway lighting and electronic toll system components
Location Description: SANTA CLARA AND SAN MATEO COUNTIES FROM 0.3 MILE NORTH OF SAN ANTONIO ROAD TO 0.3 MILE SOUTH OF GRAND AVENUE INTERCHANGE
Contractor Name: KIEWIT INFRASTRUCTURE COMPANY
Contractor Address: 1301 SHOREWAY RD, SUITE 275, BELMONT, CA 94402
Resident Engineer: Douglas Inori Structure Rep.: Tyler Pinell

Sample Information

DIME Sample ID: 2021-09-09-42
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - DME / District Lab
Sample Organization Contact: (510) 507-3456
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 09/09/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/14/2021
The quantity of what the sample constitutes: 4 Bags
A brief description of the sample: 4 Bags of Aggregates
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hanson Sunol

Material Information

Source Identification (SMARA or name of Pit): 91-01-0011
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Hanson Sunol Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:

Test Results

Test 1 of 10

DIME Test ID: 2021-09-09-42-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/14/2021
Date Tested: 09/23/2021
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Test Result Compliance:
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) No
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 97.4 %
Cumulative percent passing the 3/8 in. sieve 86.3 %
Cumulative percent passing the #4 sieve 32.5 %
Cumulative percent passing the #8 sieve 17.4 %
Cumulative percent passing the #16 sieve 12 %
Cumulative percent passing the #30 sieve 8.8 %
Cumulative percent passing the #50 sieve 6.5 %
Cumulative percent passing the #100 sieve 4.3 %
Cumulative percent passing the #200 sieve 3.1 %

Test 2 of 10

DIME Test ID: 2021-09-09-42-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 10/14/2021
Date Tested: 09/23/2021
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity 2.580
Bulk specific gravity (SSD Basis) 2.637
Apparent specific gravity 2.736
Absorption 2.2 %

Test 3 of 10

DIME Test ID: 2021-09-09-42-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 10/14/2021
Date Tested: 09/23/2021
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.64
Absorption 1.3 %

Test 4 of 10

DIME Test ID: 2021-09-09-42-4
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: 10/14/2021
Date Tested: 09/23/2021
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Grading designation C
Mass of sample on No.12 sieve (after 500 revolutions) 3938 grams
Percent loss after 100 revolutions 5 %
Percent loss after 500 revolutions 21 %

Test 5 of 10

DIME Test ID: 2021-09-09-42-5
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: 10/14/2021
Date Tested: 09/23/2021
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Sand Equivalent 52

Test 6 of 10

DIME Test ID: 2021-09-09-42-6
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 10/14/2021
Date Tested: 09/23/2021
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 2
Mass Determination Air
Specific Gravity for Sample 1 2.416
Specific Gravity for Sample 2 2.416
Average Specific Gravity 2.416

Test 7 of 10

DIME Test ID: 2021-09-09-42-7
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 10/14/2021
Date Tested: 09/23/2021
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.58
Average uncompacted voids 45.6 %

Test 8 of 10

DIME Test ID: 2021-09-09-42-8
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 10/14/2021
Date Tested: 09/23/2021
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Test Result Compliance:
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 97 %
Percentage of fractured, coarse, 1 faced particles tested 100 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test 9 of 10

DIME Test ID: 2021-09-09-42-9
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: 10/14/2021
Date Tested: 09/23/2021
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method A
Determination By Number
Dimensional ratio used 5:1
Weighted percentage of particles (by number) that were flat 0 %
Weighted percentage of particles (by number) that were elongated 0.0 %
Weighted percentage of particles (by number) that were both flat and elongated 0.0 %
Weighted percentage of particles (by number) that were neither flat nor elongated 100 %

Test 10 of 10

DIME Test ID: 2021-09-09-42-10
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
Data has not been verified.

Tests Assigned to this Sample

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