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Sample Record for 2020-03-20-19

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

Project Information

Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R3.8/R11.7
Work Description: WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location Description: SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Contractor Name: J.F. SHEA CONSTRUCTION
Contractor Address: P.O. BOX 494519, REDDING, CA 96049-4519
Resident Engineer: Henry Benner Structure Rep.: Chaffee, Eric

Sample Information

DIME Sample ID: 2020-03-20-19
TL Number from the TL Form: 897551
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 03/20/2020
Date that the sample was received by the laboratory/organization performing the testing: 03/23/2020
The quantity of what the sample constitutes: 50000 ton
A brief description of the sample: 3/4-inch Type A Aggregate (Treated, Virgin)
From where was the sample collected: Source
Laboratory sample identification: D78363A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fawndale Rock and Asphalt - Redding, CA

Material Information

Source Identification (SMARA or name of Pit): 91-45-0017::FAWNDALE ROCK QUARRY
The fabricator's/manufacturer's product name for the sample: 19-1001.314
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: Cold Feed
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: JMF 19-01-XXX1
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2020-03-20-19-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/14/2020
Date Tested: 03/25/2020
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:
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 7106 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 54 grams
Cumulative mass retained on the 1/2 in. sieve 1695 grams
Cumulative mass retained on the 3/8 in. sieve 2357 grams
Mass retained on the 1/4 in. sieve 3014 grams
Cumulative mass retained on the #4 sieve 3357 grams
Total sample mass passing the #4 sieve 3757 grams
Total mass of fine material in the sample 513.7 grams
Cumulative mass retained on the #8 sieve 148.9 grams
Cumulative mass retained on the #16 sieve 288.6 grams
Cumulative mass retained on the #30 sieve 376.9 grams
Cumulative mass retained on the #50 sieve 416 grams
Cumulative mass retained on the #100 sieve 438.2 grams
Cumulative mass retained on the #200 sieve 451.7 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 99.2 %
Cumulative percent passing the 1/2 in. sieve 76.1 %
Cumulative percent passing the 3/8 in. sieve 66.8 %
Cumulative percent passing the 1/4 in. sieve 57.6 %
Cumulative percent passing the #4 sieve 52.8 %
Cumulative percent passing the #8 sieve 37.5 %
Cumulative percent passing the #16 sieve 23.1 %
Cumulative percent passing the #30 sieve 14.1 %
Cumulative percent passing the #50 sieve 10 %
Cumulative percent passing the #100 sieve 7.8 %
Cumulative percent passing the #200 sieve 6.37 %

Tests Assigned to this Sample

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