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Sample Record for 2020-05-22-19

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Project Information

Project ID: 212866 DEA: 021H9704 EFIS: 0216000051 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: Tullis Inc
Contractor Address: 16951 Clear Creek Road, Redding, CA 96001
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 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 05/22/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2020
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, name of Pit or Job Site): 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:
Aggregate Mix Number:

Test Results

Test 1 of 2

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)
Verified Date: 07/16/2020
Date Tested: 05/23/2020
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 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 %

Test 2 of 2

DIME Test ID: 2020-05-22-19-2
Test Method: AASHTO T104-99r16: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness)
Verified Date: 08/11/2020
Date Tested: 08/11/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Size of aggregate being tested Coarse Aggregate
What type of solution was used? Sodium sulfate
What was the condition of the solution? Previously used
Number of immersion cycles performed 5
Coarse weighted average loss 0.9 %