Sample Record for 2023-08-14-20
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994602 DEA: 09392004 EFIS: 0922000036
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-44.9/50.9,52.9/54.5
Work Description: HOT MIX ASPHALT (TYPE-A), SHOULDER BACKING, AND STRIPING.
Location Description: INYO COUNTY NEAR LONE PINE FROM 1.3 MILES SOUTH OF COTTONWOOD ROAD TO 2 MILES NORTH OF BARTLETT ROAD AND FROM 0.3 MILE SOUTH OF LUBKEN CANYON ROAD TO 1.1 MILES SOUTH OF GOLF COURSE ROAD
Contractor Name: SULLY-MILLER CONTRACTING COMPANY
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2023-08-14-20
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Department Acceptance
Type of Material: Aggregate
Sample Taken Date: 08/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/15/2023
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: shoulder backing
From where was the sample collected: Source
Laboratory sample identification: SB 2
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: F W Aggregates
Material Information
Source Identification (SMARA, name of Pit or Job Site): F W pit
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: Stockpile @ Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1-1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 3
DIME Test ID: 2023-08-14-20-1
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 08/21/2023
Date Tested: 08/18/2023
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: SB-02
Test Result Compliance: complies
Additional Comments When Verified:
Test 2 of 3
DIME Test ID: 2023-08-14-20-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/21/2023
Date Tested: 08/18/2023
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: SB-02
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested?
|
Combined 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
|
99 %
|
Cumulative percent passing the 1/2 in. sieve
|
98 %
|
Cumulative percent passing the 3/8 in. sieve
|
90 %
|
Cumulative percent passing the #4 sieve
|
63 %
|
Cumulative percent passing the #8 sieve
|
44 %
|
Cumulative percent passing the #16 sieve
|
33 %
|
Cumulative percent passing the #30 sieve
|
27 %
|
Cumulative percent passing the #50 sieve
|
22 %
|
Cumulative percent passing the #100 sieve
|
18 %
|
Cumulative percent passing the #200 sieve
|
13.3 %
|
Test 3 of 3
DIME Test ID: 2023-08-14-20-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/21/2023
Date Tested: 08/18/2023
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: SB-02
Test Result Compliance: complies
Additional Comments When Verified:
Method
|
2 - Individual Fracture Determination
|
Aggregate Size and Fracture Type
|
Coarse 1 and 2 Faced
|
Weighted average percentage of fractured, coarse, 2 faced particles
|
79.3 %
|
Weighted average percentage of fractured, coarse, 1 faced particles
|
85.6 %
|