Print Report | Back to Sample Detail

Sample Record for 2018-06-23-2

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

Project Information

Project ID: 211226 DEA: 024E6404 EFIS: 0212000011 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-147-8.9/9.3
Work Description: REPLACE BRIDGE, GUARDRAILING, HMA, STRIPING
Location Description: PLUMAS COUNTY ABOUT 9 MILES NORTH OF CANYON DAM FROM 0.1 MILE SOUTH TO 0.4 MILE NORTH OF HAMILTON BRANCH BRIDGE
Contractor Name: VIKING CONSTRUCTION COMPANY, INC.
Contractor Address: P.O. Box 1508, Rancho Cordova, CA 95741
Resident Engineer: Ryan Johnson Structure Rep.: Justin Wood

Sample Information

DIME Sample ID: 2018-06-23-2
TL Number from the TL Form: T101 C736159
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Department Acceptance
Type of Material: Aggregate
Sample Taken Date: 06/23/2018
Date that the sample was received by the laboratory/organization performing the testing: 06/25/2018
The quantity of what the sample constitutes: PSE 5 bags
A brief description of the sample: PSE, Cold feed and rap
From where was the sample collected: Manufacturer
Laboratory sample identification: D77476
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ward Lake Hat Crk Construction

Material Information

Source Identification (SMARA, name of Pit or Job Site): unknown
The fabricator's/manufacturer's product name for the sample: 3/4 Cold feed and 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: Unknown
Lot number:
Sublot number:
Aggregate Mix Number:

Test Results

Test 1 of 3

DIME Test ID: 2018-06-23-2-1
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.

Test 2 of 3

DIME Test ID: 2018-06-23-2-2
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.

Test 3 of 3

DIME Test ID: 2018-06-23-2-3
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.