Sample Record for 2019-03-29-15
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: 2019-03-29-15
TL Number from the TL Form: 001576
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: 03/29/2019
Date that the sample was received by the laboratory/organization performing the testing: 03/29/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2-inch Untreated Aggregate
From where was the sample collected: Source
Laboratory sample identification: D77809A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fawndale Rock and Asphalt
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: 19-1001.314
The plant number: Unknown
A detailed description of where the material sample was collected: Untreated Aggregate Stockpiles
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 19-03-S1
Lot number: 0
Sublot number: 0
Aggregate Mix Number:
Test Results
Test 1 of 2
DIME Test ID: 2019-03-29-15-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/29/2019
Date Tested: 04/02/2019
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
|
81.5 %
|
Cumulative percent passing the 3/8 in. sieve
|
26.7 %
|
Cumulative percent passing the 1/4 in. sieve
|
6 %
|
Cumulative percent passing the #4 sieve
|
4.3 %
|
Cumulative percent passing the #8 sieve
|
2.7 %
|
Cumulative percent passing the #16 sieve
|
2.1 %
|
Cumulative percent passing the #30 sieve
|
1.8 %
|
Cumulative percent passing the #50 sieve
|
1.6 %
|
Cumulative percent passing the #100 sieve
|
1.4 %
|
Cumulative percent passing the #200 sieve
|
1.21 %
|
Test 2 of 2
DIME Test ID: 2019-03-29-15-2
Test Method: AASHTO T104-99r16: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness)
Verified Date: 05/15/2019
Date Tested: 05/15/2019
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Size of aggregate being tested
|
Coarse Aggregate
|
What type of solution was used?
|
Sodium sulfate
|
What was the condition of the solution?
|
Previously used
|
Number of immersion cycles performed
|
5
|
Coarse weighted average loss
|
0.7 %
|