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Sample Record for 2024-09-04-49

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1000251 DEA: 042Y5004 EFIS: 0423000122 QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-221-0.2/1.7
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND OVERLAY WITH RHMA-G.
Location Description: NAPA COUNTY IN AND NEAR NAPA FROM 0.2 MILE NORTH OF JUNCTION ROUTE 12/29 TO 0.2 MILE NORTH OF BASALT ROAD UNDERCROSSING
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: Unknown
Resident Engineer: Anai Cazares-Ramirez Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-09-04-49
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Concord Field Laboratory
Sample Organization Contact: (510) 714-7019
Type of Sample: Production Start-Up
Type of Material: Aggregate
Sample Taken Date: 09/04/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/05/2024
The quantity of what the sample constitutes: 0 - 750 Tons
A brief description of the sample: 3/4" HMA 25%Rap Aggs
From where was the sample collected: Supplier
Laboratory sample identification: 24-646
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Vallejo Drum

Material Information

Source Identification (SMARA, name of Pit or Job Site): Vulcan Vallejo
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: Samples were collected from Bins at the plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number: 1
Sublot number: 1
Aggregate Mix Number: 220304

Test Results

Test 1 of 2

DIME Test ID: 2024-09-04-49-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/09/2024
Date Tested: 09/05/2024
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? 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 99 %
Cumulative percent passing the 1/2 in. sieve 85 %
Cumulative percent passing the 3/8 in. sieve 74 %
Cumulative percent passing the #4 sieve 49 %
Cumulative percent passing the #8 sieve 33 %
Cumulative percent passing the #16 sieve 21 %
Cumulative percent passing the #30 sieve 15 %
Cumulative percent passing the #50 sieve 11 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 5.2 %

Test 2 of 2

DIME Test ID: 2024-09-04-49-2
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: 09/09/2024
Date Tested: 09/05/2024
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 67