Sample Record for 2020-06-18-39
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214571 DEA: 020J1104 EFIS: 0219000062
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-70-33.1/42.1
Work Description: PLACE HMA & SHOULDER BACKING, & REMOVE & REPLACE PAVEMENT DELINEATION.
Location Description: PLUMAS COUNTY AT AND NEAR KEDDIE FROM INDIAN CREEK BRIDGE TO 0.3 MILE WEST OF SPANISH CREEK BRIDGE NO. 09-0018
Contractor Name: Dig It Construction
Contractor Address: 803 Lorraine Dr, P.O. Box 494, Chester, CA 96020
Resident Engineer: Jeff Steppat Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2020-06-18-39
TL Number from the TL Form: 724738
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 06/18/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/18/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4-inch Untreated Virgin Type A Aggregate
From where was the sample collected: Source
Laboratory sample identification: D78488F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sierra Cascade Aggregate and Asphalt Products
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-32-0002
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: Lab-Batched from Sized Untreated Aggregate Stockpiles
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: JMF 20-07-S2
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 4
DIME Test ID: 2020-06-18-39-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/06/2020
Date Tested: 10/05/2020
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: complies
Additional Comments When Verified:
|
What type of gradation is being tested?
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HMA Gradation
|
|
Cumulative percent passing the 1 1/2 in. sieve
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100 %
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Cumulative percent passing the 1 in. sieve
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100 %
|
|
Cumulative percent passing the 3/4 in. sieve
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96.7 %
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Cumulative percent passing the 1/2 in. sieve
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74.1 %
|
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Cumulative percent passing the 3/8 in. sieve
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65.4 %
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Cumulative percent passing the 1/4 in. sieve
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52.9 %
|
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Cumulative percent passing the #4 sieve
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47.6 %
|
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Cumulative percent passing the #8 sieve
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32 %
|
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Cumulative percent passing the #16 sieve
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21.3 %
|
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Cumulative percent passing the #30 sieve
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15.1 %
|
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Cumulative percent passing the #50 sieve
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11 %
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Cumulative percent passing the #100 sieve
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7.8 %
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Cumulative percent passing the #200 sieve
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5.82 %
|
Test 2 of 4
DIME Test ID: 2020-06-18-39-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 10/06/2020
Date Tested: 10/06/2020
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: does not comply
Additional Comments When Verified:
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Method
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1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
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Coarse 1 and 2 Faced and Fine 1 Faced
|
|
Percentage of questionable, coarse, 2 faced particles tested
|
1 %
|
|
Percentage of questionable, coarse, 1 faced particles tested
|
1 %
|
|
Percentage of questionable, fine, 1 faced particles tested
|
0 %
|
|
Percentage of fractured, coarse, 2 faced particles tested
|
89 %
|
|
Percentage of fractured, coarse, 1 faced particles tested
|
90 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
97 %
|
Test 3 of 4
DIME Test ID: 2020-06-18-39-6
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: 10/06/2020
Date Tested: 10/05/2020
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: complies
Additional Comments When Verified:
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Grading designation
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B
|
|
Mass of sample on No.12 sieve (after 500 revolutions)
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4001 grams
|
|
Percent loss after 100 revolutions
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4 %
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Percent loss after 500 revolutions
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19 %
|
Test 4 of 4
DIME Test ID: 2020-06-18-39-8
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 10/06/2020
Date Tested: 10/06/2020
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: complies
Additional Comments When Verified:
|
Which test procedure(s) is/are used?
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Procedure B
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|
Was strict temperature control maintained?
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Yes
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What type of water was used?
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Distilled
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Durability Index (fine)
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83
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