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Sample Record for 2021-06-24-37

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Project Information

Project ID: 214293 DEA: 060S4604 EFIS: 0615000038 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-99-R0.9/R5.0
Work Description: REPLACE CONCRETE AND ASPHALT PAVEMENT.
Location Description: FRESNO COUNTY IN AND NEAR KINGSBURG AND SELMA FROM ROUTE 99/201 SEPARATION TO 0.3 MILE SOUTH OF SECOND STREET UNDERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38155 Monroe Street, Indio, CA 92203
Resident Engineer: Mohammad Samimi Structure Rep.: Peter Moua

Sample Information

DIME Sample ID: 2021-06-24-37
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Dispute Resolution
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 06/24/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/12/2021
The quantity of what the sample constitutes: 1 Bag
A brief description of the sample: RAP
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMI Fresno

Material Information

RAP Source: Plant
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: 2021-06-24-37-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 11/08/2021
Date Tested: 11/08/2021
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Does this test use 1/4 sieve? No
Is an aggregate correction factor used? No
Total mass of material in the sample 1508.1 grams
Cumulative mass retained on the 2 in. sieve 0.0 grams
Cumulative mass retained on the 1 1/2 in. sieve 0.0 grams
Cumulative mass retained on the 1 in. sieve 0.0 grams
Cumulative mass retained on the 3/4 in. sieve 0.0 grams
Cumulative mass retained on the 1/2 in. sieve 0.0 grams
Cumulative mass retained on the 3/8 in. sieve 10.5 grams
Cumulative mass retained on the #4 sieve 304.0 grams
Cumulative mass retained on the #8 sieve 574.8 grams
Cumulative mass retained on the #16 sieve 759.5 grams
Cumulative mass retained on the #30 sieve 908.2 grams
Cumulative mass retained on the #50 sieve 1057.3 grams
Cumulative mass retained on the #100 sieve 1195.9 grams
Cumulative mass retained on the #200 sieve 1301.7 grams
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 100 %
Cumulative percent passing the 1/2 in. sieve 100 %
Cumulative percent passing the 3/8 in. sieve 99.3 %
Cumulative percent passing the #4 sieve 79.8 %
Cumulative percent passing the #8 sieve 61.9 %
Cumulative percent passing the #16 sieve 49.6 %
Cumulative percent passing the #30 sieve 39.8 %
Cumulative percent passing the #50 sieve 29.9 %
Cumulative percent passing the #100 sieve 20.7 %
Cumulative percent passing the #200 sieve 13.7 %