Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995440 DEA: 060Q2814 EFIS: 0618000145
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-99-23.6/R28.4
Work Description: Replacement planting
Location Description:
Contractor Name: GRIFFITH COMPANY
Contractor Address: 3050 E BIRCH STREET, BREA, CA 92821
Resident Engineer: Mandeep Chahal Structure Rep.: Unknown
DIME Sample ID: 2024-10-07-6
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 10/07/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/07/2024
The quantity of what the sample constitutes: 25 LBS BAG OF GRAVEL MULCHH
A brief description of the sample: GRAVEL MULCH
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: UNKOWN
Source Identification (SMARA, name of Pit or Job Site): Unkown
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: NO DETAIL
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: 2024-10-07-6-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/07/2024
Date Tested: 10/07/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
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What type of gradation is being tested?
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Combined Gradation
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Cumulative percent passing the 2 in. sieve
|
100 %
|
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Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
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Cumulative percent passing the 3/4 in. sieve
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64 %
|
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Cumulative percent passing the 1/2 in. sieve
|
9 %
|
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Cumulative percent passing the 3/8 in. sieve
|
2 %
|
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Cumulative percent passing the #4 sieve
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1 %
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Cumulative percent passing the #8 sieve
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1 %
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Cumulative percent passing the #16 sieve
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1 %
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Cumulative percent passing the #30 sieve
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1 %
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Cumulative percent passing the #50 sieve
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1 %
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Cumulative percent passing the #100 sieve
|
1 %
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Cumulative percent passing the #200 sieve
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1.3 %
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