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Sample Record for 2022-06-02-34

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

Project Information

Project ID: 213598 DEA: 051F75U4 EFIS: 0518000092 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-101-R36.9/47.7
Work Description: CRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER
Location Description: MONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE
Contractor Name: OHL USA, INC.
Contractor Address: 1920 Main St. Suite 310, Irvine, CA 92614
Resident Engineer: Adam Rianda Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-06-02-34
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Paso Robles Field Laboratory
Sample Organization Contact: 1 (209) 610-9363
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/02/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/02/2022
The quantity of what the sample constitutes: 750 tons
A brief description of the sample: 3/4" HMA-A
From where was the sample collected: Job Site
Laboratory sample identification: 220602-1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: OHL

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 10
Sublot number: 7
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2022-06-02-34-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 12/13/2024
Date Tested: 06/02/2022
Submitted By Organization: CT D05 - Paso Robles Field Laboratory
Organization Address: CA,
Organization City: ,
Organization State: CA
Organization Zipcode: 93422
Organization Email: isaac.larey.chezem@dot.ca.gov
Organization Phone: (805) 234-6493
General Comments for this Test: Pass
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 98.3 %
Cumulative percent passing the 1/2 in. sieve 79.8 %
Cumulative percent passing the 3/8 in. sieve 70.5 %
Cumulative percent passing the #4 sieve 48.7 %
Cumulative percent passing the #8 sieve 68.5 %
Cumulative percent passing the #16 sieve 42 %
Cumulative percent passing the #30 sieve 26 %
Cumulative percent passing the #50 sieve 15.7 %
Cumulative percent passing the #100 sieve 8.3 %
Cumulative percent passing the #200 sieve 4.5 %