Sample Record for 2025-08-19-25
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000901 DEA: 061G8004 EFIS: 0624000167
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-99-R29.4/33.1
Work Description: COLD PLANE AC PAVEMENT, REMOVE CONCRETE PAVEMENT, AND HMA.
Location Description: KERN COUNTY NEAR BAKERSFIELD FROM 0.5 MILE SOUTH OF ROUTE 65/99 SEPARATION TO 0.7 MILE NORTH OF LERDO CANAL BRIDGE
Contractor Name: GRIFFITH COMPANY
Contractor Address: 1128 Carrier Parkway Avenue, Bakersfield, CA 93308
Resident Engineer: Mandeep Chahal Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-08-19-25
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: 08/19/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/20/2025
The quantity of what the sample constitutes: L1SL8
A brief description of the sample: 3/4" HMA (Type A) with Rap
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-15-0068::GRIFFITH COMPANY
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: HMA Plant Cold Feed
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: 24-J-013
Lot number: 1
Sublot number: 8
Aggregate Mix Number:
Test Results
Test 1 of 2
DIME Test ID: 2025-08-19-25-1
Test Method: AASHTO T11-5: Standard Method of Test for Materials Finer Than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing
Verified Date: 08/20/2025
Date Tested: 08/20/2025
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:
Additional Comments When Verified:
|
Which test procedure is being used
|
Method A
|
|
Percent of sample passing the #200 sieve (by mass)
|
8.8 %
|
Test 2 of 2
DIME Test ID: 2025-08-19-25-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/20/2025
Date Tested: 08/20/2025
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: complies
Additional Comments When Verified:
|
What type of gradation is being tested?
|
HMA Gradation
|
|
Cumulative percent passing the 2 in. sieve
|
no data
|
|
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
|
82 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
66 %
|
|
Cumulative percent passing the #4 sieve
|
49 %
|
|
Cumulative percent passing the #8 sieve
|
37 %
|
|
Cumulative percent passing the #16 sieve
|
28 %
|
|
Cumulative percent passing the #30 sieve
|
20 %
|
|
Cumulative percent passing the #50 sieve
|
14 %
|
|
Cumulative percent passing the #100 sieve
|
9 %
|
|
Cumulative percent passing the #200 sieve
|
5.5 %
|