Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993310 DEA: 020J3804 EFIS: 0219000111
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-36-R20.5/22.8
Work Description: EXPAND EXISTING BRAKE CHECK AREA AND HMA PAVING.
Location Description: LASSEN COUNTY NEAR SUSANVILLE AT 1.3 MILES EAST OF ROUTE 44 AND FROM 0.1 MILE EAST OF EAGLE LAKE ROAD TO 1.3 MILES WEST OF HARRIS DRIVE
Contractor Name: J F SHEA CONSTRUCTION INC
Contractor Address: 17400 CLEAR CREEK ROAD, REDDING, CA 96001
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown
DIME Sample ID: 2022-05-04-35
TL Number from the TL Form: 898178
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: 05/04/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/05/2022
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Crusher Dust Sized Untreated Virgin Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D79025
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction, Ward Lake Plant, Litchfield, CA
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: Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2022-05-04-35-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/16/2022
Date Tested: 05/09/2022
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:
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
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
99.9 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
99.4 %
|
|
Cumulative percent passing the 1/4 in. sieve
|
90.3 %
|
|
Cumulative percent passing the #4 sieve
|
75.7 %
|
|
Cumulative percent passing the #8 sieve
|
43.4 %
|
|
Cumulative percent passing the #16 sieve
|
27.3 %
|
|
Cumulative percent passing the #30 sieve
|
18.4 %
|
|
Cumulative percent passing the #50 sieve
|
12.8 %
|
|
Cumulative percent passing the #100 sieve
|
9.1 %
|
|
Cumulative percent passing the #200 sieve
|
6.79 %
|
DIME Test ID: 2022-05-04-35-2
Test Method: AASHTO T104-99r16: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness)
Verified Date: 06/17/2022
Date Tested: 06/17/2022
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Size of aggregate being tested
|
Fine Aggregate
|
|
What type of solution was used?
|
Sodium sulfate
|
|
What was the condition of the solution?
|
Previously used
|
|
Number of immersion cycles performed
|
5
|
|
Fine weighted average loss
|
2.6 %
|
