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Sample Record for 2018-02-27-11

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

Project Information

Project ID: 212679 DEA: 023E7204 EFIS: 0200020154 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-42.1/46.0
Work Description: COLD PLANING, PAVING, MINOR CONCRETE, ELECTRICAL AND STRIPING WORK.
Location Description: TEHAMA COUNTY IN AND NEAR RED BLUFF FROM EAST SAND SLOUGH BRIDGE TO 0.6 MILE EAST OF STICE ROAD
Contractor Name: TULLIS, INC.
Contractor Address: 16951 Clear Creek Rd., Redding, CA 96049
Resident Engineer: Anthony Granados Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2018-02-27-11
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Quality Control
Type of Material: Hot Mix Asphalt
Sample Taken Date: 02/27/2018
Date that the sample was received by the laboratory/organization performing the testing: 02/27/2018
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2-inch Type A HMA, PG 64-16
From where was the sample collected: Manufacturer
Laboratory sample identification: L180207
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis, Inc - Northstate Asphalt - Redding, CA

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:

Test Results

Test 1 of 2

DIME Test ID: 2018-02-27-11-1
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 03/22/2018
Date Tested: 03/09/2018
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: Data input by Ward Jenkins for PEI during beta. FMLC.
Test Result Compliance: complies
Additional Comments When Verified:
Average Dry Tensile Strength 206 psi
Average Wet Tensile Strength 197.1 psi
Tensile Strength Ratio 96

Test 2 of 2

DIME Test ID: 2018-02-27-11-2
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 03/22/2018
Date Tested: 03/09/2018
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: Data input by Ward Jenkins for PEI during beta. FMLC.
Test Result Compliance: complies
Additional Comments When Verified:
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A) no data
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) no data
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) no data
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) no data
Stripping Inflection Point (Wheel A) >25000
Stripping Inflection Point (Wheel B) no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.