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Testing Report for 2019-04-26-7-1

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

Project Information

DEA: 00000000
EFIS: 0000000000
Project ID: 9999
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: RE_first RE_last
Structure Rep.: SR_First SR_Last

Sample Information

DIME Sample ID: 2019-04-26-7
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 4/26/2019
Date that the sample was received by the laboratory/organization performing the testing: 4/26/2019
The quantity of what the sample constitutes: JMF sample
A brief description of the sample: JMF Prequalification Program
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F Shea Construction - Fawndale Rock and Asphalt - Redding CA

Material Information

Source Identification (SMARA or name of Pit): 91-45-0017::FAWNDALE ROCK QUARRY
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: Untreated Stockpile
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: fine
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown

Test Information

DIME Test ID: 2019-04-26-7-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Date Tested: 4/26/2019
Verified Date: 4/26/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
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
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: 100 %
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the 1/4 in. sieve: 99.5 %
Cumulative percent passing the #4 sieve: 99 %
Cumulative percent passing the #8 sieve: 70 %
Cumulative percent passing the #16 sieve: 42 %
Cumulative percent passing the #30 sieve: 28 %
Cumulative percent passing the #50 sieve: 19 %
Cumulative percent passing the #100 sieve: 14 %
Cumulative percent passing the #200 sieve: 9 %