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Testing Report for 2021-03-04-27-2

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

Project Information

DEA: 020H9004
EFIS: 0215000077
Project ID: 213700
QA Service Level: 1
DIST-CO-RTE-PM: 02-BUT-70-41.9/42.3
Work Description: REMOVE CULVERTS AND CONSTRUCT BRIDGE
Location Description: BUTTE COUNTY NEAR PULGA FROM 2.5 MILES WEST OF PENSTOCK UNDERCROSSING TO 2.1 MILES WEST OF PENSTOCK UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: John Yolton
Structure Rep.: Adam Scardaci

Sample Information

DIME Sample ID: 2021-03-04-27
TL Number from the TL Form: 896989
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 3/4/2021
Date that the sample was received by the laboratory/organization performing the testing: 3/5/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 1/2-inch RAP (Combined)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78752B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction - Orland Plant

Material Information

RAP Source: Orland Plant
Aggregate Size: 1/2-inch
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):

Test Information

DIME Test ID: 2021-03-04-27-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Date Tested: 3/11/2021
Verified Date: 4/22/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Does this test use 1/4 sieve?: Yes
Total mass of material in the sample: 1515.8 grams
Mass retained on the 2 in. sieve: no data
Cumulative mass retained on the 1 1/2 in. sieve: no data
Cumulative mass retained on the 1 in. sieve: no data
Cumulative mass retained on the 3/4 in. sieve: no data
Cumulative mass retained on the 1/2 in. sieve: 50.2 grams
Cumulative mass retained on the 3/8 in. sieve: 162.1 grams
Mass retained on the 1/4 in. sieve: 419.2 grams
Cumulative mass retained on the #4 sieve: 631.5 grams
Cumulative mass retained on the #8 sieve: 922.7 grams
Cumulative mass retained on the #16 sieve: 1086.5 grams
Cumulative mass retained on the #30 sieve: 1199.5 grams
Cumulative mass retained on the #50 sieve: 1294.9 grams
Cumulative mass retained on the #100 sieve: 1359.7 grams
Cumulative mass retained on the #200 sieve: 1396.7 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: 96.7 %
Cumulative percent passing the 3/8 in. sieve: 89.3 %
Cumulative percent passing the 1/4 in. sieve: 72.3 %
Cumulative percent passing the #4 sieve: 58.3 %
Cumulative percent passing the #8 sieve: 39.1 %
Cumulative percent passing the #16 sieve: 28.3 %
Cumulative percent passing the #30 sieve: 20.9 %
Cumulative percent passing the #50 sieve: 14.6 %
Cumulative percent passing the #100 sieve: 10.3 %
Cumulative percent passing the #200 sieve: 7.86 %