Print Report | Back to Sample Detail

Sample Record for 2020-06-10-41

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

Project Information

Project ID: 214685 DEA: 024E46U4 EFIS: 0216000122 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-36-6.0/14.6
Work Description: REPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK.
Location Description: LASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD
Contractor Name: Hat Creek Construction
Contractor Address: 24339 Highway 89 N, Burney, CA 96013
Resident Engineer: Tim Crosby Structure Rep.: Jeff Rothgery

Sample Information

DIME Sample ID: 2020-06-10-41
TL Number from the TL Form: 896983
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 06/10/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/11/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4-inch Sized Untreated Virgin Aggregate
From where was the sample collected: Source
Laboratory sample identification: D78468A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ward Lake Pit

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-18-0008
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Sized Untreated Aggregate Stockpile
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: JMF 20-08-S1
Lot number:
Sublot number:
Aggregate Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2020-06-10-41-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/03/2020
Date Tested: 06/15/2020
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:
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
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 92.8 %
Cumulative percent passing the 1/2 in. sieve 38.8 %
Cumulative percent passing the 3/8 in. sieve 11.1 %
Cumulative percent passing the 1/4 in. sieve 1.3 %
Cumulative percent passing the #4 sieve 0.9 %
Cumulative percent passing the #8 sieve 0.7 %
Cumulative percent passing the #16 sieve 0.6 %
Cumulative percent passing the #30 sieve 0.6 %
Cumulative percent passing the #50 sieve 0.6 %
Cumulative percent passing the #100 sieve 0.5 %
Cumulative percent passing the #200 sieve 0.46 %