Sample Record for 2024-09-04-49
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000251 DEA: 042Y5004 EFIS: 0423000122
QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-221-0.2/1.7
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND OVERLAY WITH RHMA-G.
Location Description: NAPA COUNTY IN AND NEAR NAPA FROM 0.2 MILE NORTH OF JUNCTION ROUTE 12/29 TO 0.2 MILE NORTH OF BASALT ROAD UNDERCROSSING
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: Unknown
Resident Engineer: Anai Cazares-Ramirez Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-09-04-49
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Concord Field Laboratory
Sample Organization Contact: (510) 714-7019
Type of Sample: Production Start-Up
Type of Material: Aggregate
Sample Taken Date: 09/04/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/05/2024
The quantity of what the sample constitutes: 0 - 750 Tons
A brief description of the sample: 3/4" HMA 25%Rap Aggs
From where was the sample collected: Supplier
Laboratory sample identification: 24-646
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Vallejo Drum
Material Information
Source Identification (SMARA, name of Pit or Job Site): Vulcan Vallejo
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: Samples were collected from Bins at the plant
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: 1
Sublot number: 1
Aggregate Mix Number: 220304
Test Results
Test 1 of 2
DIME Test ID: 2024-09-04-49-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/09/2024
Date Tested: 09/05/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested?
|
Combined Gradation
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
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
|
99 %
|
Cumulative percent passing the 1/2 in. sieve
|
85 %
|
Cumulative percent passing the 3/8 in. sieve
|
74 %
|
Cumulative percent passing the #4 sieve
|
49 %
|
Cumulative percent passing the #8 sieve
|
33 %
|
Cumulative percent passing the #16 sieve
|
21 %
|
Cumulative percent passing the #30 sieve
|
15 %
|
Cumulative percent passing the #50 sieve
|
11 %
|
Cumulative percent passing the #100 sieve
|
7 %
|
Cumulative percent passing the #200 sieve
|
5.2 %
|
Test 2 of 2
DIME Test ID: 2024-09-04-49-2
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 09/09/2024
Date Tested: 09/05/2024
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:
Test Result Compliance: complies
Additional Comments When Verified: