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Sample Record for 2026-09-14-47

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

Project Information

Project ID: 1001369 DEA: 010K1504 EFIS: 0120000035 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-125.2/R126.1
Work Description: EARTHWORK, HMA-A, DRAINAGE, AND HIGH FRICTION SURFACE TREATMENT.
Location Description: HUMBOLDT COUNTY NEAR ORICK FROM 0.9 MILE SOUTH TO SOUTH PRAIRIE CREEK PARK UNDERCROSSING
Contractor Name: G R SUNDBERG INC
Contractor Address: 5211 Boyd Road, Arcata, CA 95521
Resident Engineer: Ryan Dunne Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-09-14-47
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - Boyd Road Field Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 09/14/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/14/2026
The quantity of what the sample constitutes: 2 bags
A brief description of the sample: 1/2 in agg
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tidewater Smith River

Material Information

Source Identification (SMARA, name of Pit or Job Site): Tidewater Stary Pit
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: Cold Feed Sampling Chute
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:
Sublot number:
Aggregate Mix Number:
Test results on following page(s): 1

Test Results

Test

DIME Test ID: 2026-09-14-47-1
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/06/2026
Date Tested: 10/05/2026
Submitted By Organization: CT D01 - Boyd Road 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: PASS
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
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) -0.6 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -0.7 %
Aggregate correction factor for the #4 sieve (% passing) 0.6 %
Aggregate correction factor for the #8 sieve (% passing) -0.1 %
Aggregate correction factor for the #16 sieve (% passing) -0.6 %
Aggregate correction factor for the #30 sieve (% passing) -0.4 %
Aggregate correction factor for the #50 sieve (% passing) -0.4 %
Aggregate correction factor for the #100 sieve (% passing) -0.3 %
Aggregate correction factor for the #200 sieve (% passing) -0.3 %
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 98 %
Cumulative percent passing the 3/8 in. sieve 88 %
Cumulative percent passing the #4 sieve 57 %
Cumulative percent passing the #8 sieve 37 %
Cumulative percent passing the #16 sieve 25 %
Cumulative percent passing the #30 sieve 16 %
Cumulative percent passing the #50 sieve 11 %
Cumulative percent passing the #100 sieve 8 %
Cumulative percent passing the #200 sieve 5.5 %