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Sample Record for 2022-07-18-41

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 993524 DEA: 051N6704 EFIS: 0521000076 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB,SLO-33-0.0/8.2,0.0/2.9
Work Description: COLD PLANE EXISTING ROADWAY AND PLACE RHMA-G OVERLAY.
Location Description: SANTA BARBARA AND SAN LUIS OBISPO COUNTIES AT AND NEAR VENTUCOPA FROM VENTURA COUNTY LINE TO 0.1 MILE EAST OF ROUTE 166/33
Contractor Name: GRANITE CONSTRUCTION CO.
Contractor Address: 3005 JAMES ROAD, BAKERSFIELD CA 93308
Resident Engineer: Jason Torres Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-07-18-41
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Sample Organization Contact:
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/18/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/18/2022
The quantity of what the sample constitutes: L1SL18
A brief description of the sample: 1/2" RHMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification: 334
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Solari

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 18
HMA Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2022-07-18-41-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/27/2022
Date Tested: 07/18/2022
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
General Comments for this Test: complies
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
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 96.9 %
Cumulative percent passing the 3/8 in. sieve 80.3 %
Cumulative percent passing the #4 sieve 31.2 %
Cumulative percent passing the #8 sieve 55.9 %
Cumulative percent passing the #16 sieve 42.2 %
Cumulative percent passing the #30 sieve 32.9 %
Cumulative percent passing the #50 sieve 25.4 %
Cumulative percent passing the #100 sieve 18.2 %
Cumulative percent passing the #200 sieve 12.2 %