Sample Record for 2025-04-28-14
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000369 DEA: 09378804 EFIS: 0919000002
QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-395-R9.8/R12.6
Work Description: PLACE HMA AND ASPHALT BASE, RECYCLE PAVEMENT AND MODIFY ELECTRICAL.
Location Description: MONO COUNTY NEAR TOM\\\\'S PLACE FROM 0.5 MILE NORTH OF LOWER ROCK CREEK ROAD TO 1.3 MILES SOUTH OF SOUTH LANDING OVERCROSSING
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: Unknown
Resident Engineer: David Carruba Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-04-28-14
TL Number from the TL Form: JMF-01
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: 04/28/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/28/2025
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4" Coldfeed & RAP
From where was the sample collected: Source
Laboratory sample identification: 4573
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite 5 Bridges 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: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 6
DIME Test ID: 2025-04-28-14-1
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: 05/01/2025
Date Tested: 04/28/2025
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-01
Test Result Compliance: complies
Additional Comments When Verified:
Test 2 of 6
DIME Test ID: 2025-04-28-14-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/01/2025
Date Tested: 04/29/2025
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-01 Combined Gradation w/RAP
Test Result Compliance: complies
Additional Comments When Verified:
|
What type of gradation is being tested?
|
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
|
91 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
79 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
69 %
|
|
Cumulative percent passing the #4 sieve
|
49 %
|
|
Cumulative percent passing the #8 sieve
|
34 %
|
|
Cumulative percent passing the #16 sieve
|
25 %
|
|
Cumulative percent passing the #30 sieve
|
17 %
|
|
Cumulative percent passing the #50 sieve
|
11 %
|
|
Cumulative percent passing the #100 sieve
|
6 %
|
|
Cumulative percent passing the #200 sieve
|
3.4 %
|
Test 3 of 6
DIME Test ID: 2025-04-28-14-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/01/2025
Date Tested: 04/28/2025
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-01
Test Result Compliance: complies
Additional Comments When Verified:
|
Is an aggregate correction factor used?
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No
|
|
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
|
100 %
|
|
Cumulative percent passing the #4 sieve
|
76 %
|
|
Cumulative percent passing the #8 sieve
|
55 %
|
|
Cumulative percent passing the #16 sieve
|
45 %
|
|
Cumulative percent passing the #30 sieve
|
32 %
|
|
Cumulative percent passing the #50 sieve
|
21 %
|
|
Cumulative percent passing the #100 sieve
|
13 %
|
|
Cumulative percent passing the #200 sieve
|
8 %
|
Test 4 of 6
DIME Test ID: 2025-04-28-14-4
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 05/01/2025
Date Tested: 04/29/2025
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-01
Test Result Compliance: complies
Additional Comments When Verified:
|
What test method is performed?
|
Method A
|
|
Bulk dry specific gravity
|
2.641
|
|
Average uncompacted voids
|
46.9 %
|
Test 5 of 6
DIME Test ID: 2025-04-28-14-5
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 05/01/2025
Date Tested: 04/29/2025
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-01
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
|
97.9 %
|
|
Weighted average percentage of fractured, coarse, 1 faced particles
|
98.5 %
|
Test 6 of 6
DIME Test ID: 2025-04-28-14-6
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: 05/01/2025
Date Tested: 04/29/2025
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-01
Test Result Compliance: complies
Additional Comments When Verified:
|
Grading designation
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B
|
|
Mass of sample on No.12 sieve (after 500 revolutions)
|
3390 grams
|
|
Percent loss after 100 revolutions
|
8 %
|
|
Percent loss after 500 revolutions
|
32 %
|
