Sample Record for 2024-07-30-84
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994857 DEA: 010H6104 EFIS: 0117000241
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-36-13.5/R36.1
Work Description: COLD PLANE AND OVERLAY HMA, & REPLACE GUARDRAILS.
Location Description: HUMBOLDT COUNTY AT AND NEAR BRIDGEVILLE FROM 3.4 MILES WEST OF GRIZZLY CREEK BRIDGE TO 0.8 MILE EAST OF SOUTH FORK VAN DUZEN RIVER
Contractor Name: MERCER FRASER COMPANY
Contractor Address: PO Box 1006, Eureka, CA 95502
Resident Engineer: Joaquin Rodriquez Structure Rep.: Shantanu Nalawade
Sample Information
DIME Sample ID: 2024-07-30-84
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - Fortuna Field Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 07/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/30/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2" HMA Type A w/ RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer Fraser - Fortuna Plant B
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-12-0002
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: Feed Belt/Stockpile
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: 1
Aggregate Mix Number: L241022
Test Results
Test 1 of 3
DIME Test ID: 2024-07-30-84-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/09/2024
Date Tested: 07/30/2024
Submitted By Organization: CT D01 - Fortuna Field Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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What type of gradation is being tested?
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Combined Gradation
|
|
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
|
95 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
86 %
|
|
Cumulative percent passing the #4 sieve
|
59 %
|
|
Cumulative percent passing the #8 sieve
|
34 %
|
|
Cumulative percent passing the #16 sieve
|
22 %
|
|
Cumulative percent passing the #30 sieve
|
16 %
|
|
Cumulative percent passing the #50 sieve
|
11 %
|
|
Cumulative percent passing the #100 sieve
|
7 %
|
|
Cumulative percent passing the #200 sieve
|
4.2 %
|
Test 2 of 3
DIME Test ID: 2024-07-30-84-2
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: 08/09/2024
Date Tested: 07/30/2024
Submitted By Organization: CT D01 - Fortuna Field Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test 3 of 3
DIME Test ID: 2024-07-30-84-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/09/2024
Date Tested: 07/30/2024
Submitted By Organization: CT D01 - Fortuna Field Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
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)
|
no data0 %
|
|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
0.4 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
-0.6 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
-0.6 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
-1.1 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
-1 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
-1.2 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
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-0.9 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
-0.6 %
|
|
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
|
100 %
|
|
Cumulative percent passing the #4 sieve
|
76 %
|
|
Cumulative percent passing the #8 sieve
|
52 %
|
|
Cumulative percent passing the #16 sieve
|
38 %
|
|
Cumulative percent passing the #30 sieve
|
29 %
|
|
Cumulative percent passing the #50 sieve
|
21 %
|
|
Cumulative percent passing the #100 sieve
|
14 %
|
|
Cumulative percent passing the #200 sieve
|
10.7 %
|
