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Sample Record for 2022-07-14-75

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

Project Information

Project ID: 993112 DEA: 021H4704 EFIS: 0216000044 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-5-36.3/41.6
Work Description: ROADWAY EXCAVATION, HMA (TYPE A), CULVERT WORK AND RSP.
Location Description: TEHAMA COUNTY NEAR RED BLUFF FROM NINE MILE HILL OVERCROSSING TO 0.1 MILE NORTH OF BOWMAN ROAD OVERCROSSING
Contractor Name: BALDWIN CONTRACTING COMPANY INC. DBA. KNIFE RIVER CONSTRUC TION
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-07-14-75
TL Number from the TL Form: 037266
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Department Acceptance
Type of Material: Aggregate
Sample Taken Date: 07/14/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/15/2022
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Lime Treated 3/4-inch Virgin Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D79095A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis – Northstate Asphalt (Redding, CA)

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-45-0057::Shasta Ranch Aggregates
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 Device at 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:
Sublot number:
Aggregate Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2022-07-14-75-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/29/2022
Date Tested: 07/18/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
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 88.7 %
Cumulative percent passing the 3/8 in. sieve 65 %
Cumulative percent passing the 1/4 in. sieve 42.9 %
Cumulative percent passing the #4 sieve 35 %
Cumulative percent passing the #8 sieve 21.6 %
Cumulative percent passing the #16 sieve 14.2 %
Cumulative percent passing the #30 sieve 9.9 %
Cumulative percent passing the #50 sieve 7.2 %
Cumulative percent passing the #100 sieve 5.4 %
Cumulative percent passing the #200 sieve 4.27 %