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Testing Report for 2019-04-29-15-1

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

Project Information

DEA: 024H2004
EFIS: 0218000094
Project ID: 213720
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-89-26.3/29.2
Work Description: PAVEMENT OVERLAY
Location Description: SHASTA COUNTY ABOUT 10 MILES NORTH OF BURNEY FROM 0.3 MILE NORTH OF CLARK CREEK ROAD TO LAKE BRITTON BRIDGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: TOFAEL ANWAR
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-04-29-15
TL Number from the TL Form: 001584
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 4/29/2019
Date that the sample was received by the laboratory/organization performing the testing: 4/29/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Untreated Washed Dust
From where was the sample collected: Source
Laboratory sample identification: D77857E_19-FHMA-0101
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shaw Pit

Material Information

Source Identification (SMARA or name of Pit): 91-25-0008::SHAW PIT
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: 19-1278.105A
The plant number: Unknown
A detailed description of where the material sample was collected: Sized Untreated Aggregate Stockpile
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 1/4 inch
The concrete mix design number: JMF 19-04-S2
Lot number: 0
Sublot number: 0

Test Information

DIME Test ID: 2019-04-29-15-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Date Tested: 4/30/2019
Verified Date: 5/30/2019
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

What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Total mass of material in the sample: 3605.5 grams
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: no data
Cumulative mass retained on the 3/8 in. sieve: no data
Mass retained on the 1/4 in. sieve: 19 grams
Cumulative mass retained on the #4 sieve: 501 grams
Total sample mass passing the #4 sieve: 3104.5 grams
Total mass of fine material in the sample: 523.3 grams
Cumulative mass retained on the #8 sieve: 238.9 grams
Cumulative mass retained on the #16 sieve: 370.6 grams
Cumulative mass retained on the #30 sieve: 441.7 grams
Cumulative mass retained on the #50 sieve: 486.7 grams
Cumulative mass retained on the #100 sieve: 508.2 grams
Cumulative mass retained on the #200 sieve: 514 grams
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: 100 %
Cumulative percent passing the 1/4 in. sieve: 99.5 %
Cumulative percent passing the #4 sieve: 86.1 %
Cumulative percent passing the #8 sieve: 46.8 %
Cumulative percent passing the #16 sieve: 25.1 %
Cumulative percent passing the #30 sieve: 13.4 %
Cumulative percent passing the #50 sieve: 6 %
Cumulative percent passing the #100 sieve: 2.5 %
Cumulative percent passing the #200 sieve: 1.53 %