Sample Record for 2021-07-22-32
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215483 DEA: 022J0004 EFIS: 0221000017
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-49-0.0/7.5
Work Description: PLACE HOT MIX ASPHALT (TYPE A).
Location Description: PLUMAS COUNTY AT AND NEAR VINTON FROM SIERRA COUNTY LINE TO ROUTE 70
Contractor Name: ALL AMERICAN CONSTRUCTION
Contractor Address: P.O. BOX 635 2048 PASEO ROAD, LIVE OAK CA 95953
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2021-07-22-32
TL Number from the TL Form: 996941
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: 07/22/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/23/2021
The quantity of what the sample constitutes: PSE
A brief description of the sample: PSE 3/4 Cold Feed
From where was the sample collected: Manufacturer
Laboratory sample identification: D78910
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Western NV Materials, Spanish Springs
Material Information
Source Identification (SMARA, name of Pit or Job Site): Spanish Springs
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: Sampler at drum
Where the material sample would have been placed if not sampled: 02 PLU 49
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:
Test Results
Test 1 of 1
DIME Test ID: 2021-07-22-32-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/09/2021
Date Tested: 07/26/2021
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
|
Does this test use 1/4 sieve? (question for HMA Gradation Type)
|
Yes
|
Has the fine aggregate sample been reduced?
|
No
|
Total mass of material in the sample
|
6702.1 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
|
26 grams
|
Cumulative mass retained on the 1/2 in. sieve
|
822 grams
|
Cumulative mass retained on the 3/8 in. sieve
|
1615 grams
|
Cumulative mass retained on the 1/4 in. sieve
|
2803 grams
|
Cumulative mass retained on the #4 sieve
|
3387 grams
|
Cumulative mass retained on the #8 sieve
|
178.4 grams
|
Cumulative mass retained on the #16 sieve
|
290 grams
|
Cumulative mass retained on the #30 sieve
|
358.7 grams
|
Cumulative mass retained on the #50 sieve
|
409.9 grams
|
Cumulative mass retained on the #100 sieve
|
450.5 grams
|
Cumulative mass retained on the #200 sieve
|
471 grams
|
Cumulative mass retained on the pan
|
no data
|
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
|
99.6 %
|
Cumulative percent passing the 1/2 in. sieve
|
87.7 %
|
Cumulative percent passing the 3/8 in. sieve
|
75.9 %
|
Cumulative percent passing the 1/4 in. sieve
|
58.2 %
|
Cumulative percent passing the #4 sieve
|
49.5 %
|
Cumulative percent passing the #8 sieve
|
31.9 %
|
Cumulative percent passing the #16 sieve
|
20.9 %
|
Cumulative percent passing the #30 sieve
|
14.1 %
|
Cumulative percent passing the #50 sieve
|
9.1 %
|
Cumulative percent passing the #100 sieve
|
5.1 %
|
Cumulative percent passing the #200 sieve
|
3.04 %
|