Sample Record for 2025-07-16-48
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000943 DEA: 09404304 EFIS: 0924000070
QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-120-32.1/R35.0,48.0/50.0
Work Description: COLD IN-PLACE RECYCLE EXISTING PAVEMENT AND PLACE HMA.
Location Description: MONO COUNTY NEAR BENTON FROM 0.5 MILE EAST TO 3.4 MILES EAST OF BAXTER\'S ROAD AND FROM 2.0 MILES WEST OF BLACK LAKE ROAD TO BLACK LAKE ROAD
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: 398 Sunrise Terrace, Arroyo Grande, CA 93420
Resident Engineer: Melissa Reynolds Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-07-16-48
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 07/16/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/16/2025
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2" Coldfeed 7 RAP
From where was the sample collected: Source
Laboratory sample identification: JMF-1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Lee Vining Plant
Material Information
Source Identification (SMARA, name of Pit or Job Site): 00-00-0000
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: Sample Device at Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 6
DIME Test ID: 2025-07-16-48-1
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: 07/21/2025
Date Tested: 07/21/2025
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: JMF-1
Test Result Compliance: complies
Additional Comments When Verified:
Test 2 of 6
DIME Test ID: 2025-07-16-48-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/21/2025
Date Tested: 07/21/2025
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: JMF Gradation with RAP
Test Result Compliance: complies
Additional Comments When Verified:
|
What type of gradation is being tested?
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Combined Gradation
|
|
Cumulative percent passing the 2 in. sieve
|
no data0 %
|
|
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
|
98 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
88 %
|
|
Cumulative percent passing the #4 sieve
|
60 %
|
|
Cumulative percent passing the #8 sieve
|
41 %
|
|
Cumulative percent passing the #16 sieve
|
29 %
|
|
Cumulative percent passing the #30 sieve
|
21 %
|
|
Cumulative percent passing the #50 sieve
|
15 %
|
|
Cumulative percent passing the #100 sieve
|
9 %
|
|
Cumulative percent passing the #200 sieve
|
5.1 %
|
Test 3 of 6
DIME Test ID: 2025-07-16-48-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/21/2025
Date Tested: 07/21/2025
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: JMF-1 RAP
Test Result Compliance: complies
Additional Comments When Verified:
|
Is an aggregate correction factor used?
|
Yes
|
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Aggregate correction factor for the 2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-0.3 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
4.4 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
5.4 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
4.4 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
1.6 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
-0.1 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
-0.6 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
-1.1 %
|
|
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
|
99 %
|
|
Cumulative percent passing the #4 sieve
|
71 %
|
|
Cumulative percent passing the #8 sieve
|
49 %
|
|
Cumulative percent passing the #16 sieve
|
35 %
|
|
Cumulative percent passing the #30 sieve
|
25 %
|
|
Cumulative percent passing the #50 sieve
|
17 %
|
|
Cumulative percent passing the #100 sieve
|
11 %
|
|
Cumulative percent passing the #200 sieve
|
7.5 %
|
Test 4 of 6
DIME Test ID: 2025-07-16-48-4
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 07/21/2025
Date Tested: 07/16/2025
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: JMF-1
Test Result Compliance: complies
Additional Comments When Verified:
|
What test method is performed?
|
Method A
|
|
Bulk dry specific gravity
|
2.65
|
|
Average uncompacted voids
|
46.2 %
|
Test 5 of 6
DIME Test ID: 2025-07-16-48-5
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/21/2025
Date Tested: 07/17/2025
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: JMF-1
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
|
97 %
|
|
Weighted average percentage of fractured, coarse, 1 faced particles
|
98.8 %
|
Test 6 of 6
DIME Test ID: 2025-07-16-48-6
Test Method: AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)
Verified Date: 07/21/2025
Date Tested: 07/17/2025
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: JMF-1
Test Result Compliance: complies
Additional Comments When Verified:
|
Grading designation
|
C
|
|
Percent loss after 100 revolutions
|
4.8 %
|
|
Percent loss after 500 revolutions
|
18.8 %
|
