Sample Record for 2025-07-30-18
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000913 DEA: 061G7804 EFIS: 0624000164
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-5-54.2/62.5
Work Description: COLD PLANE AC PAVEMENT, PLACE HMA (TYPE A) AND RHMA (OGFC).
Location Description: KERN COUNTY FROM 2.0 MILES NORTH OF ROUTE 5/58 SEPARATION TO 4.5 MILES NORTH OF ROWLEE ROAD OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: Alejandro "Alex" Ruezga Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-07-30-18
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 07/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/31/2025
The quantity of what the sample constitutes: L2SL12
A brief description of the sample: 1/2" RHMA-O
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Solari
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91150114
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: HMA Plant Cold Feed
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: 2
Sublot number: 12
Aggregate Mix Number:
Test Results
Test 1 of 3
DIME Test ID: 2025-07-30-18-1
Test Method: AASHTO T11-5: Standard Method of Test for Materials Finer Than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing
Verified Date: 07/31/2025
Date Tested: 07/31/2025
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Which test procedure is being used
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Method A
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Percent of sample passing the #200 sieve (by mass)
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2.8 %
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Test 2 of 3
DIME Test ID: 2025-07-30-18-2
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: 07/31/2025
Date Tested: 07/31/2025
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test 3 of 3
DIME Test ID: 2025-07-30-18-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/31/2025
Date Tested: 07/31/2025
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Is an aggregate correction factor used?
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Yes
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Aggregate correction factor for the 2 in. sieve (% passing)
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no data0 %
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Aggregate correction factor for the 1 1/2 in. sieve (% passing)
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no data0 %
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Aggregate correction factor for the 1 in. sieve (% passing)
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no data0 %
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|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
no data0 %
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Aggregate correction factor for the 1/2 in. sieve (% passing)
|
0.3 %
|
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Aggregate correction factor for the 3/8 in. sieve (% passing)
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-0.9 %
|
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Aggregate correction factor for the #4 sieve (% passing)
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-3.7 %
|
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Aggregate correction factor for the #8 sieve (% passing)
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-1.7 %
|
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Aggregate correction factor for the #16 sieve (% passing)
|
0.7 %
|
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Aggregate correction factor for the #30 sieve (% passing)
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1.9 %
|
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Aggregate correction factor for the #50 sieve (% passing)
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0.9 %
|
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Aggregate correction factor for the #100 sieve (% passing)
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0.8 %
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Aggregate correction factor for the #200 sieve (% passing)
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0.3 %
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Cumulative percent passing the 2 in. sieve
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100 %
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Cumulative percent passing the 1 1/2 in. sieve
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100 %
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Cumulative percent passing the 1 in. sieve
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100 %
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Cumulative percent passing the 3/4 in. sieve
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100 %
|
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Cumulative percent passing the 1/2 in. sieve
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97 %
|
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Cumulative percent passing the 3/8 in. sieve
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78 %
|
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Cumulative percent passing the #4 sieve
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30 %
|
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Cumulative percent passing the #8 sieve
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20 %
|
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Cumulative percent passing the #16 sieve
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17 %
|
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Cumulative percent passing the #30 sieve
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14 %
|
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Cumulative percent passing the #50 sieve
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9 %
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Cumulative percent passing the #100 sieve
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5 %
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Cumulative percent passing the #200 sieve
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3.5 %
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