Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994514 DEA: 043Y0504 EFIS: 0423000192
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-12112113-var/var
Work Description: PAVEMENT REPAIR
Location Description:
Contractor Name: OC Jones
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2023-06-09-34
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Concord Field Laboratory
Sample Organization Contact: (510) 714-7019
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 06/09/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/14/2023
The quantity of what the sample constitutes: 2 bags
A brief description of the sample: HMA Aggregates
From where was the sample collected: Manufacturer
Laboratory sample identification: Con_23_692
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite - Bradshaw
Source Identification (SMARA, name of Pit or Job Site): 91-34-0060
The fabricator's/manufacturer's product name for the sample: 3/4 HMA WMA -SP Type A
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: 3/4 inch
The concrete mix design number: 1635V
Lot number: 1
Sublot number: 20
Aggregate Mix Number:
DIME Test ID: 2023-06-09-34-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/16/2023
Date Tested: 06/14/2023
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: Lot 1 SL 20
Test Result Compliance: complies
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
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0 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
0 %
|
|
Cumulative percent passing the 1 in. sieve
|
0 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
99 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
85 %
|
|
Cumulative percent passing the #4 sieve
|
76 %
|
|
Cumulative percent passing the #8 sieve
|
48 %
|
|
Cumulative percent passing the #16 sieve
|
32 %
|
|
Cumulative percent passing the #30 sieve
|
22 %
|
|
Cumulative percent passing the #50 sieve
|
10 %
|
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Cumulative percent passing the #100 sieve
|
6 %
|
|
Cumulative percent passing the #200 sieve
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3.9 %
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