Sample Record for 2020-03-10-14
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.: Eric Chaffee
Sample Information
DIME Sample ID: 2020-03-10-14
TL Number from the TL Form: 001691
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 03/10/2020
Date that the sample was received by the laboratory/organization performing the testing: 03/10/2020
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Cold Feed, 3/4-inch Type A Virgin Aggregate (Treated)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78341A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fawndale Rock and Asphalt - Redding, CA
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-45-0017::FAWNDALE ROCK QUARRY
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Mix ID No. 19-1001.314
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: 3/8 inch
The concrete mix design number: JMF 19-01-PXX 2
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:
Test Results
Test 1 of 1
DIME Test ID: 2020-03-10-14-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/24/2020
Date Tested: 03/17/2020
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
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
|
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
|
77.9 %
|
Cumulative percent passing the 3/8 in. sieve
|
63.4 %
|
Cumulative percent passing the #4 sieve
|
43.9 %
|
Cumulative percent passing the #8 sieve
|
24.8 %
|
Cumulative percent passing the #16 sieve
|
14.1 %
|
Cumulative percent passing the #30 sieve
|
8.9 %
|
Cumulative percent passing the #50 sieve
|
6.2 %
|
Cumulative percent passing the #100 sieve
|
4.5 %
|
Cumulative percent passing the #200 sieve
|
3.42 %
|