Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994386 DEA: 023J7404 EFIS: 0222000079
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-395-92.0/98.5
Work Description: HMA OVERLAY, REPLACE AC SURFACING AND RECESSED THERMOPLASTIC STRIPE.
Location Description: LASSEN COUNTY ABOUT 16 MILES SOUTH OF RAVENDALE FROM 0.1 MILE NORTH OF KARLO ROAD TO 1.5 MILES SOUTH OF RAMHORN ROAD
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS INC.
Contractor Address: Unknown
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown
DIME Sample ID: 2023-06-14-90
TL Number from the TL Form: 858028
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: 06/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/15/2023
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 2 bags of Untreated 1/2-inch Sized Virgin Aggregate
From where was the sample collected: Source
Laboratory sample identification: D79266A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials - Ward Lake Pit - Litchfield, CA
Source Identification (SMARA, name of Pit or Job Site): 91-18-0008::Ward Lake Pit
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: Untreated Sized 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:
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2023-06-14-90-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/08/2023
Date Tested: 06/16/2023
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: not applicable
Additional Comments When Verified:
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What type of gradation is being tested?
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HMA Gradation
|
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Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
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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
|
88 %
|
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Cumulative percent passing the 3/8 in. sieve
|
23 %
|
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Cumulative percent passing the #4 sieve
|
1 %
|
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Cumulative percent passing the #8 sieve
|
1 %
|
|
Cumulative percent passing the #16 sieve
|
1 %
|
|
Cumulative percent passing the #30 sieve
|
1 %
|
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Cumulative percent passing the #50 sieve
|
1 %
|
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Cumulative percent passing the #100 sieve
|
1 %
|
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Cumulative percent passing the #200 sieve
|
1 %
|
DIME Test ID: 2023-06-14-90-2
Test Method: AASHTO T104-99r16: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness)
Verified Date: 09/08/2023
Date Tested: 09/08/2023
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:
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Size of aggregate being tested
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Coarse Aggregate
|
|
What type of solution was used?
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Sodium sulfate
|
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What was the condition of the solution?
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Freshly prepared
|
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Number of immersion cycles performed
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5
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Coarse weighted average loss
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1.4 %
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