Print Report | Back to Sample Detail

Sample Record for 2018-04-02-5

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

Project Information

Project ID: 212886 DEA: 023H1204 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-5-R0.0/R22.4
Work Description: COLD PLANE RAC-O, PLACE RHMA-O, REPLACE AC SURFACING, MBGR
Location Description: TEHAMA COUNTY AT AND NEAR CORNING FROM GLENN COUNTY LINE TO 0.3 MILE NORTH OF BRANCH COYOTE CREEK BRIDGE
Contractor Name: TULLIS INC
Contractor Address: P O BOX 493416, REDDING CA 96049
Resident Engineer: Henry Benner Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2018-04-02-5
TL Number from the TL Form: 852090
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 04/02/2018
Date that the sample was received by the laboratory/organization performing the testing: 04/03/2018
The quantity of what the sample constitutes: Production Start Up Evaluation
A brief description of the sample: Combined 3/4-inch Type A Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: 17-07-P07, D77311F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis Inc - Northstate Asphalt - Redding, 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: Unknown
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: Mathmatically Combined
Where the material sample would have been placed if not sampled: Digout HMA
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: Unknown
Lot number:
Sublot number:
Aggregate Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2018-04-02-5-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/06/2018
Date Tested: 04/06/2018
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: 1/4-inch sieve value is approximate.
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) Yes
Has the fine aggregate sample been reduced? No
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 90 %
Cumulative percent passing the 3/8 in. sieve 68 %
Cumulative percent passing the 1/4 in. sieve 49 %
Cumulative percent passing the #4 sieve 43 %
Cumulative percent passing the #8 sieve 28 %
Cumulative percent passing the #16 sieve 19 %
Cumulative percent passing the #30 sieve 13 %
Cumulative percent passing the #50 sieve 9 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 4.9 %