Sample Record for 2025-04-14-15
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214135 DEA: 09213404 EFIS: 0900000030
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-29.9/41.8
Work Description: ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location Description: INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 1302 W DRIVERS WAY, TEPE, AZ. 85284
Resident Engineer: Kris Raber Structure Rep.: Sheila Reyes
Sample Information
DIME Sample ID: 2025-04-14-15
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 04/14/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/15/2025
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" Coldfeed w/ RAP
From where was the sample collected: Source
Laboratory sample identification: 4566
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fisher Sand & Gravel - Olancha
Material Information
Source Identification (SMARA, name of Pit or Job Site): 00-00-000
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: 2025-04-14-15-1
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: 04/16/2025
Date Tested: 04/16/2025
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: PSU 5 CF
Test Result Compliance: complies
Additional Comments When Verified:
Test 2 of 6
DIME Test ID: 2025-04-14-15-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/16/2025
Date Tested: 04/16/2025
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: PSU 5 Coldfeed
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
|
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
|
93 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
78 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
68 %
|
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Cumulative percent passing the #4 sieve
|
40 %
|
|
Cumulative percent passing the #8 sieve
|
24 %
|
|
Cumulative percent passing the #16 sieve
|
16 %
|
|
Cumulative percent passing the #30 sieve
|
10 %
|
|
Cumulative percent passing the #50 sieve
|
7 %
|
|
Cumulative percent passing the #100 sieve
|
4 %
|
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Cumulative percent passing the #200 sieve
|
3.1 %
|
Test 3 of 6
DIME Test ID: 2025-04-14-15-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/16/2025
Date Tested: 04/16/2025
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: PSU 5 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 %
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|
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)
|
-4.9 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
-3.8 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
-1.6 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
-0.3 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
-0.9 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
-0.6 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
0.4 %
|
|
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
|
90 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
83 %
|
|
Cumulative percent passing the #4 sieve
|
63 %
|
|
Cumulative percent passing the #8 sieve
|
52 %
|
|
Cumulative percent passing the #16 sieve
|
42 %
|
|
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
|
8.6 %
|
Test 4 of 6
DIME Test ID: 2025-04-14-15-4
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 04/16/2025
Date Tested: 04/15/2025
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: PSU 5 CF
Test Result Compliance: complies
Additional Comments When Verified:
|
What test method is performed?
|
Method A
|
|
Bulk dry specific gravity
|
2.644
|
|
Average uncompacted voids
|
46.3 %
|
Test 5 of 6
DIME Test ID: 2025-04-14-15-5
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/16/2025
Date Tested: 04/15/2025
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: PSU 5 CF
Test Result Compliance: complies
Additional Comments When Verified:
|
Method
|
1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
|
Coarse 1 and 2 Faced
|
|
Percentage of fractured, coarse, 2 faced particles tested
|
97.5 %
|
|
Percentage of fractured, coarse, 1 faced particles tested
|
99.1 %
|
Test 6 of 6
DIME Test ID: 2025-04-14-15-6
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: 04/16/2025
Date Tested: 04/16/2025
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: PSU 5 CF
Test Result Compliance: complies
Additional Comments When Verified:
|
Grading designation
|
C
|
|
Percent loss after 100 revolutions
|
7.3 %
|
|
Percent loss after 500 revolutions
|
34.3 %
|
