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Sample Record for 2020-06-10-43

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Project Information

Project ID: 214685 DEA: 024E46U4 EFIS: 0216000122 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-36-6.0/14.6
Work Description: REPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK.
Location Description: LASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD
Contractor Name: Hat Creek Construction
Contractor Address: 24339 Highway 89 N, Burney, CA 96013
Resident Engineer: Tim Crosby Structure Rep.: Jeff Rothgery

Sample Information

DIME Sample ID: 2020-06-10-43
TL Number from the TL Form: 896984
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: 06/10/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/11/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4-inch Type A Treated Virgin Aggregate
From where was the sample collected: Source
Laboratory sample identification: D78467A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ward Lake Pit

Material Information

Source Identification (SMARA or name of Pit): 91-18-0008
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Cold Feed
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: JMF 20-08-S1
Lot number:
Sublot number:

Test Results

Test 1 of 1

DIME Test ID: 2020-06-10-43-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/03/2020
Date Tested: 06/12/2020
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: complies
Additional Comments When Verified:
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 6354.3 grams
Cumulative mass retained on the 1 1/2 in. sieve 0 grams
Cumulative mass retained on the 1 in. sieve 0 grams
Cumulative mass retained on the 3/4 in. sieve 158 grams
Cumulative mass retained on the 1/2 in. sieve 1321 grams
Cumulative mass retained on the 3/8 in. sieve 2082 grams
Mass retained on the 1/4 in. sieve 3213 grams
Cumulative mass retained on the #4 sieve 3751 grams
Total sample mass passing the #4 sieve 2603.3 grams
Total mass of fine material in the sample 491.8 grams
Cumulative mass retained on the #8 sieve 179.9 grams
Cumulative mass retained on the #16 sieve 289.2 grams
Cumulative mass retained on the #30 sieve 355.3 grams
Cumulative mass retained on the #50 sieve 399.7 grams
Cumulative mass retained on the #100 sieve 429.6 grams
Cumulative mass retained on the #200 sieve 445.1 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 97.5 %
Cumulative percent passing the 1/2 in. sieve 79.2 %
Cumulative percent passing the 3/8 in. sieve 67.2 %
Cumulative percent passing the 1/4 in. sieve 49.4 %
Cumulative percent passing the #4 sieve 41 %
Cumulative percent passing the #8 sieve 26 %
Cumulative percent passing the #16 sieve 16.9 %
Cumulative percent passing the #30 sieve 11.4 %
Cumulative percent passing the #50 sieve 7.7 %
Cumulative percent passing the #100 sieve 5.2 %
Cumulative percent passing the #200 sieve 3.89 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.