Sample Record for 2021-10-08-18
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: 2021-10-08-18
TL Number from the TL Form: 695653
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: 10/08/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/09/2021
The quantity of what the sample constitutes: Combined gradation for PSE
A brief description of the sample: Combined Treated 3/4-Inch Type A Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D78954
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction, Ward Lake Plant, Litchfield, CA
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-18-0008
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: Mathematically Combined
Where the material sample would have been placed if not sampled: 02 LAS 36
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:
Test Results
Test 1 of 1
DIME Test ID: 2021-10-08-18-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/21/2021
Date Tested: 10/11/2021
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: CT 384
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
|
98.1 %
|
Cumulative percent passing the 1/2 in. sieve
|
86.6 %
|
Cumulative percent passing the 3/8 in. sieve
|
80.9 %
|
Cumulative percent passing the 1/4 in. sieve
|
57.9 %
|
Cumulative percent passing the #4 sieve
|
46.9 %
|
Cumulative percent passing the #8 sieve
|
30.6 %
|
Cumulative percent passing the #16 sieve
|
21.1 %
|
Cumulative percent passing the #30 sieve
|
15.7 %
|
Cumulative percent passing the #50 sieve
|
11.7 %
|
Cumulative percent passing the #100 sieve
|
8.7 %
|
Cumulative percent passing the #200 sieve
|
6.75 %
|