Sample Record for 2020-03-23-11
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213733 DEA: 051C85U4 EFIS: 0518000156
QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-1-10.2/17.5
Work Description: Santa Cruz 1 CAPM and Bridge Rails
Location Description: SANTA CRUZ COUNTY IN AND NEAR SANTA CRUZ FROM NORTH APTOS UNDERPASS TO JUNCTION ROUTE 9.
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 585 West Beach Street, Watsonville, CA 95076
Resident Engineer: Gareth Gill Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2020-03-23-11
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: 03/23/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/17/2020
The quantity of what the sample constitutes: One JMF Renewal
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: Granite Felton
Material Information
Source Identification (SMARA or name of Pit): 91-44-0003::FELTON 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: 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
Aggregate Mix Number:
Test Results
Test 1 of 7
DIME Test ID: 2020-03-23-11-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/01/2020
Date Tested: 04/22/2020
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:
|
What type of gradation is being tested?
|
Combined Gradation
|
|
Does this test use 1/4 sieve? (question for HMA Gradation Type)
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No
|
|
Has the fine aggregate sample been reduced?
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No
|
|
Cumulative percent passing the 2 in. sieve
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100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
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100 %
|
|
Cumulative percent passing the 1 in. sieve
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100 %
|
|
Cumulative percent passing the 3/4 in. sieve
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100 %
|
|
Cumulative percent passing the 1/2 in. sieve
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92.6 %
|
|
Cumulative percent passing the 3/8 in. sieve
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75.2 %
|
|
Cumulative percent passing the #4 sieve
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51.9 %
|
|
Cumulative percent passing the #8 sieve
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40 %
|
|
Cumulative percent passing the #16 sieve
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27.3 %
|
|
Cumulative percent passing the #30 sieve
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18.1 %
|
|
Cumulative percent passing the #50 sieve
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10.5 %
|
|
Cumulative percent passing the #100 sieve
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4.4 %
|
|
Cumulative percent passing the #200 sieve
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2.2 %
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Test 2 of 7
DIME Test ID: 2020-03-23-11-2
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 05/01/2020
Date Tested: 04/23/2020
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
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Bulk
|
|
Specific Gravity
|
2.594
|
|
Absorption
|
0.6 %
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Test 3 of 7
DIME Test ID: 2020-03-23-11-3
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 05/01/2020
Date Tested: 04/23/2020
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
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2.598
|
|
Bulk specific gravity (SSD Basis)
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2.610
|
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Apparent specific gravity
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2.631
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Absorption
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0.5 %
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Test 4 of 7
DIME Test ID: 2020-03-23-11-4
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 05/01/2020
Date Tested: 04/20/2020
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:
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Method
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1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
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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
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97 %
|
Test 5 of 7
DIME Test ID: 2020-03-23-11-5
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: 05/01/2020
Date Tested: 03/04/2019
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
|
B
|
|
Percent loss after 100 revolutions
|
8 %
|
|
Percent loss after 500 revolutions
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35 %
|
Test 6 of 7
DIME Test ID: 2020-03-23-11-6
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: 05/01/2020
Date Tested: 04/21/2020
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:
Test 7 of 7
DIME Test ID: 2020-03-23-11-7
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: 05/01/2020
Date Tested: 03/04/2019
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:
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Method
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A
|
|
Determination
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By Mass
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|
Dimensional ratio used
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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 %
|
