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Sample Record for 2021-10-22-29

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: 2021-10-22-29
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Big Sur Field Laboratory
Sample Organization Contact: (805) 471-2100
Type of Sample: Quality Assurance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 10/22/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/22/2021
The quantity of what the sample constitutes: 500cy
A brief description of the sample: Class 1 Base
From where was the sample collected: Job Site
Laboratory sample identification: 211022
Structure unique identifier: 27-Mont
Structure name:
The fabricator/manufacturer/facility name: OHL

Material Information

RAP Source: Stockpile
Aggregate Size:
Aggregate Source:
RAP Stockpile: Static
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2021-10-22-29-1
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 12/02/2021
Date Tested: 10/22/2021
Submitted By Organization: CT D05 - Big Sur Field Laboratory
Organization Address: 3230 Riverside Avenue, Suite 130,
Organization City: Paso Robles
Organization State: CA
Organization Zipcode: 93446
Organization Email: adam.rianda@dot.ca.gov
Organization Phone: (805) 471-2100
General Comments for this Test: Pass
Test Result Compliance: complies
Additional Comments When Verified:
Cumulative percent passing the 3 in. sieve 100 %
Cumulative percent passing the 2 1/2 in. sieve 100 %
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 92 %
Cumulative percent passing the 3/4 in. sieve 82 %
Cumulative percent passing the 1/2 in. sieve 64 %
Cumulative percent passing the 3/8 in. sieve 54 %
Cumulative percent passing the #4 sieve 35 %
Cumulative percent passing the #8 sieve 68 %
Cumulative percent passing the #16 sieve 42 %
Cumulative percent passing the #30 sieve 23 %
Cumulative percent passing the #50 sieve 10 %
Cumulative percent passing the #100 sieve 4 %
Cumulative percent passing the #200 sieve 1 %