Sample Record for 2019-07-30-15
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: 2019-07-30-15
TL Number from the TL Form: 736161
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 07/30/2019
Date that the sample was received by the laboratory/organization performing the testing: 07/30/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2-inch Type A Aggregate (Virgin)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78055A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fawndale Rock Quarry
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: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: Cold Feed Sampling Chute
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number: JMF 19-06-S2
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:
Test Results
Test 1 of 1
DIME Test ID: 2019-07-30-15-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/09/2020
Date Tested: 08/01/2019
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
|
100 %
|
Cumulative percent passing the 1/2 in. sieve
|
94.7 %
|
Cumulative percent passing the 3/8 in. sieve
|
80.3 %
|
Cumulative percent passing the 1/4 in. sieve
|
63.8 %
|
Cumulative percent passing the #4 sieve
|
53.9 %
|
Cumulative percent passing the #8 sieve
|
31.1 %
|
Cumulative percent passing the #16 sieve
|
18 %
|
Cumulative percent passing the #30 sieve
|
11.3 %
|
Cumulative percent passing the #50 sieve
|
7.9 %
|
Cumulative percent passing the #100 sieve
|
5.8 %
|
Cumulative percent passing the #200 sieve
|
4.62 %
|