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Sample Record for 2022-07-25-32

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

Project Information

Project ID: 993522 DEA: 051N6504 EFIS: 0521000074 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-166-70.6/74.6
Work Description: OVERLAY EXISTING ROADBED WITH RUBBERIZED HMA-GAP GRADED.
Location Description: SAN LUIS OBISPO COUNTY NEAR CUYAMA FROM 0.6 MILE EAST OF THE SANTA BARBARA COUNTY LIME TO ROUTE 33
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: Shoukie Alawar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-07-25-32
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Sample Organization Contact:
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/25/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/26/2022
The quantity of what the sample constitutes: L1SL2
A brief description of the sample: 1/2" RHMA-G
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 2
HMA Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2022-07-25-32-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/29/2022
Date Tested: 07/26/2022
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 98.7 %
Cumulative percent passing the 3/8 in. sieve 84.6 %
Cumulative percent passing the #4 sieve 38.2 %
Cumulative percent passing the #8 sieve 42.6 %
Cumulative percent passing the #16 sieve 28.7 %
Cumulative percent passing the #30 sieve 21 %
Cumulative percent passing the #50 sieve 15.5 %
Cumulative percent passing the #100 sieve 10.8 %
Cumulative percent passing the #200 sieve 7.4 %