Print Report | Back to Sample Detail

Sample Record for 2025-06-18-100

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

Project Information

Project ID: 1000602 DEA: 040K6404 EFIS: 0416000112 QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-80-15.9/30.2
Work Description: COLD PLANE, OVERLAY, MGS, RAMP METERING, LIGHTING AND SIGNAL.
Location Description: SOLANO COUNTY ON ROUTE 80 IN AND NEAR FAIRFIELD AND VACAVILLE AT VARIOUS LOCATIONS FROM 1.5 MILES EAST OF SUISUN VALLEY ROAD OVERCROSSING TO 0.8 MILE EAST OF LEISURE TOWN ROAD OVERCROSSING.
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: Unknown
Resident Engineer: Justen Tatum Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-06-18-100
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Concord Field Laboratory
Sample Organization Contact: (510) 714-7019
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 06/18/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/19/2025
The quantity of what the sample constitutes: 750 tons
A brief description of the sample: 3/4" RHMA-G-WMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Woodland Batch Plant

Material Information

Source Identification (SMARA, name of Pit or Job Site): Teichert Woodland
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: Batch Plant Hot Bins
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: 15
Aggregate Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2025-06-18-100-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/10/2025
Date Tested: 06/19/2025
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? HMA Gradation
Cumulative percent passing the 2 in. sieve no data
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 87 %
Cumulative percent passing the 3/8 in. sieve 71 %
Cumulative percent passing the #4 sieve 33 %
Cumulative percent passing the #8 sieve 20 %
Cumulative percent passing the #16 sieve 13 %
Cumulative percent passing the #30 sieve 10 %
Cumulative percent passing the #50 sieve 7 %
Cumulative percent passing the #100 sieve 5 %
Cumulative percent passing the #200 sieve 3.5 %

Test 2 of 2

DIME Test ID: 2025-06-18-100-2
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: 07/10/2025
Date Tested: 06/19/2025
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 47