Sample Record for 2018-10-11-6
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213134 DEA: 024F77U4 EFIS: 0217000022
QA Service Level: 1
DIST-CO-RTE-PM: 02-MOD-299-23.1/23.6, 24.5/33.5
Work Description: BRIDGE REPLACE, ROADWAY REHAB/FULL DEPTH RECLAMATION-CEMENT + HMA
Location Description: MODOC COUNTY ABOUT 6 MILES WEST OF ALTURAS FROM 0.3 MILE WEST TO 0.3 MILE EAST OF CALDWELL CREEK BRIDGE AND 1.1 MILES EAST OF CALDWELL CREEK BRIDGE TO 1.7 MILES WEST OF COUNTY ROAD 75
Contractor Name: Hat Creek Construction & Materials, Incorporated
Contractor Address: 24339 Highway 89 N, Burney, CA 96013
Resident Engineer: Mike Zdenek Structure Rep.: Ryan Duran
Sample Information
DIME Sample ID: 2018-10-11-6
TL Number from the TL Form: T101 C002478
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: 10/11/2018
Date that the sample was received by the laboratory/organization performing the testing: 10/12/2018
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: Rap
From where was the sample collected: Manufacturer
Laboratory sample identification: D77697
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek - Shaw Pit Facility
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-25-0008::SHAW PIT
The fabricator's/manufacturer's product name for the sample: Rap
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: At the plant
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: 18-18-S3
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 2
DIME Test ID: 2018-10-11-6-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
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
Data has not been verified.
Test 2 of 2
DIME Test ID: 2018-10-11-6-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
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
Data has not been verified.
