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Testing Report for 2020-05-22-19-1

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

Project Information

DEA: 021H9704
EFIS: 0216000051
Project ID: 212866
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-12.6/13.1
Work Description: CURVE REALIGNMENT AND HMA PAVING.
Location Description: TEHAMA COUNTY ABOUT 16 MILES EAST OF PLATINA FROM 2.3 MILES EAST TO 2.8 MILES EAST OF DRY CREEK BRIDGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer:
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-05-22-19
TL Number from the TL Form: 897709
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 5/22/2020
Date that the sample was received by the laboratory/organization performing the testing: 5/22/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 5/8″ Sized Untreated Virgin Aggregate
From where was the sample collected: Source
Laboratory sample identification: D78446A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shasta Ranch Aggregates - Anderson, CA

Material Information

Source Identification (SMARA or name of Pit): 91-45-0057
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: Sized Untreated Aggregate Stockpile
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: JMF 20-10-S1
Lot number:
Sublot number:

Test Information

DIME Test ID: 2020-05-22-19-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Date Tested: 5/23/2020
Verified Date: 7/16/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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 :

Submitted Test Results

What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Total mass of material in the sample: 5483.8 grams
Cumulative mass retained on the 1 1/2 in. sieve: no data
Cumulative mass retained on the 1 in. sieve: no data
Cumulative mass retained on the 3/4 in. sieve: no data
Cumulative mass retained on the 1/2 in. sieve: 1734 grams
Cumulative mass retained on the 3/8 in. sieve: 4691 grams
Mass retained on the 1/4 in. sieve: 5433 grams
Cumulative mass retained on the #4 sieve: 5451 grams
Total sample mass passing the #4 sieve: 32.8 grams
Total mass of fine material in the sample: 32.8 grams
Cumulative mass retained on the #8 sieve: 11.6 grams
Cumulative mass retained on the #16 sieve: 16.9 grams
Cumulative mass retained on the #30 sieve: 19.3 grams
Cumulative mass retained on the #50 sieve: 21.4 grams
Cumulative mass retained on the #100 sieve: 23.5 grams
Cumulative mass retained on the #200 sieve: 26 grams
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: 68.4 %
Cumulative percent passing the 3/8 in. sieve: 14.5 %
Cumulative percent passing the 1/4 in. sieve: 0.9 %
Cumulative percent passing the #4 sieve: 0.6 %
Cumulative percent passing the #8 sieve: 0.4 %
Cumulative percent passing the #16 sieve: 0.3 %
Cumulative percent passing the #30 sieve: 0.2 %
Cumulative percent passing the #50 sieve: 0.2 %
Cumulative percent passing the #100 sieve: 0.2 %
Cumulative percent passing the #200 sieve: 0.12 %