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Sample Record for 2022-07-05-28

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Project Information

Project ID: 993150 DEA: 051G9704 EFIS: 0516000008 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-135-11.7/17.8
Work Description: COLD PLANE, OVERLAY ROADWAY WITH RHMA (GAP GRADED) AND ADA CURB RAMPS.
Location Description: SANTA BARBARA COUNTY IN AND NEAR SANTA MARIA FROM LAKEVIEW ROAD TO NORTH SANTA MARIA CONNECTOR
Contractor Name: CAL PORTLAND CONSTRUCTION
Contractor Address: 1625 E. Donovan, Santa Maria, Ca 93454
Resident Engineer: Thomas Petersen Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-07-05-28
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Sample Organization Contact:
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/05/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/11/2022
The quantity of what the sample constitutes: L1SL13
A brief description of the sample: 3/4" coldfeed
From where was the sample collected: Fabricator
Laboratory sample identification: 220711A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Calportland-Garey

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 13
HMA Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2022-07-05-28-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/19/2022
Date Tested: 07/11/2022
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Ln, Ste 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
Does this test use 1/4 sieve? (question for HMA Gradation Type) No
Has the fine aggregate sample been reduced? No
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 98 %
Cumulative percent passing the 1/2 in. sieve 84.6 %
Cumulative percent passing the 3/8 in. sieve 67.5 %
Cumulative percent passing the #4 sieve 44.5 %
Cumulative percent passing the #8 sieve 76.5 %
Cumulative percent passing the #16 sieve 58.8 %
Cumulative percent passing the #30 sieve 43.7 %
Cumulative percent passing the #50 sieve 27.4 %
Cumulative percent passing the #100 sieve 14.9 %
Cumulative percent passing the #200 sieve 8.6 %