Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001940 DEA: 023J52U4 EFIS: 0225000084
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-15.7/16.4
Work Description: Horse Gulch Combined
Location Description:
Contractor Name: JF Shea Constrcution
Contractor Address: 17400 Clear Creek Road, Redding, CA 96001
Resident Engineer: Damion Farley Structure Rep.: Unknown
DIME Sample ID: 2026-05-20-94
TL Number from the TL Form: 854566B
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: 05/20/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/20/2026
The quantity of what the sample constitutes: JMF Verification/Annual Soundness Testing
A brief description of the sample: Untreated 3/8-inch Sized Virgin Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D80204B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J.F. Shea Construction — Aggregate Products (Redding, CA)
Source Identification (SMARA, name of Pit or Job Site): 91-45-0019::Aggregate Products (Redding, CA)
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: Untreated Sized Virgin Aggregate Stockpile
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/8 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2026-05-20-94-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/15/2026
Date Tested: 05/27/2026
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: not applicable
Additional Comments When Verified:
|
What type of gradation is being tested?
|
HMA Gradation
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
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
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
95 %
|
|
Cumulative percent passing the #4 sieve
|
36 %
|
|
Cumulative percent passing the #8 sieve
|
13 %
|
|
Cumulative percent passing the #16 sieve
|
8 %
|
|
Cumulative percent passing the #30 sieve
|
7 %
|
|
Cumulative percent passing the #50 sieve
|
6 %
|
|
Cumulative percent passing the #100 sieve
|
5 %
|
|
Cumulative percent passing the #200 sieve
|
4.1 %
|
DIME Test ID: 2026-05-20-94-3
Test Method: AASHTO T104-99r16: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness)
Verified Date: 08/14/2026
Date Tested: 08/11/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (213) 792-4797
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Size of aggregate being tested
|
Coarse and Fine Aggregate
|
|
What type of solution was used?
|
Sodium sulfate
|
|
What was the condition of the solution?
|
Previously used
|
|
Number of immersion cycles performed
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5
|
|
Coarse weighted average loss
|
0.6 %
|
|
Fine weighted average loss
|
2.8 %
|
