Sample Record for 2025-04-30-31
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001165 DEA: 061H6304 EFIS: 0625000097
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-6-43.95
Work Description: The scope of work will include culvert replacement, pavement repair, traffic control, and pavement delineation.
Location Description: Fresno County, Rout I-5 at PM 43.95.
Contractor Name: A. TEICHERT & SON INC DBA TEICHERT CONSTRUCTION
Contractor Address: 5771 S. Toyota Ave, Fresno, CA 93725
Resident Engineer: Mark Mengoni Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-04-30-31
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 04/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/30/2025
The quantity of what the sample constitutes: 2 bags
A brief description of the sample: 3/4 Coldfeed
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Coalinga HMA Plant
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-10-0005
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: Coldfeed Chute
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: 5
Aggregate Mix Number:
Test Results
Test 1 of 2
DIME Test ID: 2025-04-30-31-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/05/2025
Date Tested: 05/02/2025
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
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
|
97 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
86 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
76 %
|
|
Cumulative percent passing the #4 sieve
|
54 %
|
|
Cumulative percent passing the #8 sieve
|
39 %
|
|
Cumulative percent passing the #16 sieve
|
26 %
|
|
Cumulative percent passing the #30 sieve
|
18 %
|
|
Cumulative percent passing the #50 sieve
|
11 %
|
|
Cumulative percent passing the #100 sieve
|
6 %
|
|
Cumulative percent passing the #200 sieve
|
3.8 %
|
Test 2 of 2
DIME Test ID: 2025-04-30-31-2
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: 05/05/2025
Date Tested: 05/02/2025
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
