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Sample Record for 2021-04-06-60

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Project Information

Project ID: 66667 DEA: JMFPP EFIS: 0019000043 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-04-06-60
TL Number from the TL Form:
Sample Submitted By Organization: Granite Construction - Coastal
Sample Organization Contact: (408) 327-7023
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 04/06/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/06/2021
The quantity of what the sample constitutes: 4 Bags
A brief description of the sample: Aggregate
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Salinas

Material Information

Source Identification (SMARA or name of Pit): 91-27-0028/91-24-0009/91-27-0005
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: Stockpile @ Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/8 inch
The concrete mix design number:
Lot number:
Sublot number:

Test Results

Test 1 of 10

DIME Test ID: 2021-04-06-60-1
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 07/13/2021
Date Tested: 05/27/2020
Submitted By Organization: Granite Construction - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.545
Absorption 1.9 %

Test 2 of 10

DIME Test ID: 2021-04-06-60-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 07/13/2021
Date Tested: 05/27/2020
Submitted By Organization: Granite Construction - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity 2.580
Bulk specific gravity (SSD Basis) 2.608
Apparent specific gravity 2.655
Absorption 1.1 %

Test 3 of 10

DIME Test ID: 2021-04-06-60-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/13/2021
Date Tested: 05/27/2020
Submitted By Organization: Granite Construction - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested? Fine Aggregate
Does this test use 1/4 sieve? (question for HMA Gradation Type) No
Cumulative percent passing the 3/8 in. sieve 100 %
Cumulative percent passing the #4 sieve 100 %
Cumulative percent passing the #8 sieve 99 %
Cumulative percent passing the #16 sieve 83 %
Cumulative percent passing the #30 sieve 59 %
Cumulative percent passing the #50 sieve 31 %
Cumulative percent passing the #100 sieve 10 %
Cumulative percent passing the #200 sieve 3.1 %

Test 4 of 10

DIME Test ID: 2021-04-06-60-4
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/13/2021
Date Tested: 05/27/2020
Submitted By Organization: Granite Construction - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested? Fine Aggregate
Does this test use 1/4 sieve? (question for HMA Gradation Type) No
Cumulative percent passing the 3/8 in. sieve 100 %
Cumulative percent passing the #4 sieve 73 %
Cumulative percent passing the #8 sieve 10 %
Cumulative percent passing the #16 sieve 5 %
Cumulative percent passing the #30 sieve 4 %
Cumulative percent passing the #50 sieve 3 %
Cumulative percent passing the #100 sieve 3 %
Cumulative percent passing the #200 sieve 2.1 %

Test 5 of 10

DIME Test ID: 2021-04-06-60-5
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/13/2021
Date Tested: 05/27/2020
Submitted By Organization: Granite Construction - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
General Comments for this Test:
Test Result Compliance:
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 100 %
Cumulative percent passing the 1/2 in. sieve 100 %
Cumulative percent passing the 3/8 in. sieve 99 %
Cumulative percent passing the #4 sieve 4 %
Cumulative percent passing the #8 sieve 2 %
Cumulative percent passing the #16 sieve 1 %
Cumulative percent passing the #30 sieve 1 %
Cumulative percent passing the #50 sieve 1 %
Cumulative percent passing the #100 sieve 0.6 %
Cumulative percent passing the #200 sieve 0.4 %

Test 6 of 10

DIME Test ID: 2021-04-06-60-6
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/13/2021
Date Tested: 05/27/2020
Submitted By Organization: Granite Construction - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
General Comments for this Test:
Test Result Compliance:
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 100 %
Cumulative percent passing the 1/2 in. sieve 100 %
Cumulative percent passing the 3/8 in. sieve 70 %
Cumulative percent passing the #4 sieve 5 %
Cumulative percent passing the #8 sieve 4 %
Cumulative percent passing the #16 sieve 4 %
Cumulative percent passing the #30 sieve 4 %
Cumulative percent passing the #50 sieve 3 %
Cumulative percent passing the #100 sieve 3 %
Cumulative percent passing the #200 sieve 2.1 %

Test 7 of 10

DIME Test ID: 2021-04-06-60-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/13/2021
Date Tested: 05/27/2020
Submitted By Organization: Granite Construction - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 1 and 2 Faced and Fine 1 Faced
Weighted average percentage of fractured, coarse, 2 faced particles 99 %
Weighted average percentage of fractured, coarse, 1 faced particles 100 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test 8 of 10

DIME Test ID: 2021-04-06-60-8
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: 07/13/2021
Date Tested: 05/27/2020
Submitted By Organization: Granite Construction - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Grading designation C
Percent loss after 100 revolutions 9 %
Percent loss after 500 revolutions 36 %

Test 9 of 10

DIME Test ID: 2021-04-06-60-9
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: 07/13/2021
Date Tested: 05/27/2020
Submitted By Organization: Granite Construction - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Sand Equivalent 81

Test 10 of 10

DIME Test ID: 2021-04-06-60-10
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: 07/13/2021
Date Tested: 05/27/2021
Submitted By Organization: Granite Construction - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
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 %
Weighted percentage of particles (by number) that were both flat and elongated 0 %
Weighted percentage of particles (by number) that were neither flat nor elongated 100 %

Tests Assigned to this Sample

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