Sample Record for 2020-06-04-31
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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: 2020-06-04-31
TL Number from the TL Form: 733199
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: 06/04/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/05/2020
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: D78458F
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-S1
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 10
DIME Test ID: 2020-06-04-31-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/20/2020
Date Tested: 08/14/2020
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:
Additional Comments When Verified:
|
What type of gradation is being tested?
|
HMA Gradation
|
|
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
|
96.9 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
76.4 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
66.7 %
|
|
Cumulative percent passing the 1/4 in. sieve
|
55.6 %
|
|
Cumulative percent passing the #4 sieve
|
49.2 %
|
|
Cumulative percent passing the #8 sieve
|
32 %
|
|
Cumulative percent passing the #16 sieve
|
20.9 %
|
|
Cumulative percent passing the #30 sieve
|
14.7 %
|
|
Cumulative percent passing the #50 sieve
|
10.6 %
|
|
Cumulative percent passing the #100 sieve
|
7.5 %
|
|
Cumulative percent passing the #200 sieve
|
5.59 %
|
Test 2 of 10
DIME Test ID: 2020-06-04-31-2
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 08/20/2020
Date Tested: 08/15/2020
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:
|
Plastic Index(PI)
|
NP
|
|
Liquid Limit (LL)
|
0 %
|
|
Plastic Limit (PL)
|
0 %
|
Test 3 of 10
DIME Test ID: 2020-06-04-31-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 08/20/2020
Date Tested: 08/17/2020
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:
Additional Comments When Verified:
|
Basis for relative density testing
|
Bulk
|
|
Specific Gravity
|
2.548
|
|
Absorption
|
2.4 %
|
Test 4 of 10
DIME Test ID: 2020-06-04-31-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 08/20/2020
Date Tested: 08/17/2020
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:
Additional Comments When Verified:
|
Bulk specific gravity
|
2.562
|
|
Bulk specific gravity (SSD Basis)
|
2.636
|
|
Apparent specific gravity
|
2.769
|
|
Absorption
|
2.9 %
|
Test 5 of 10
DIME Test ID: 2020-06-04-31-5
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: 08/20/2020
Date Tested: 08/17/2020
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:
|
Grading designation
|
B
|
|
Mass of sample on No.12 sieve (after 500 revolutions)
|
3915 grams
|
|
Percent loss after 100 revolutions
|
4 %
|
|
Percent loss after 500 revolutions
|
21 %
|
Test 6 of 10
DIME Test ID: 2020-06-04-31-6
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: 08/20/2020
Date Tested: 08/17/2020
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:
Test 7 of 10
DIME Test ID: 2020-06-04-31-7
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 08/20/2020
Date Tested: 08/17/2020
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?
|
Procedure A and Procedure B
|
|
Was strict temperature control maintained?
|
Yes
|
|
What type of water was used?
|
Distilled
|
|
Durability Index (coarse)
|
85
|
|
Durability Index (fine)
|
84
|
Test 8 of 10
DIME Test ID: 2020-06-04-31-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 08/20/2020
Date Tested: 08/17/2020
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 test method is performed?
|
Method A
|
|
Bulk dry specific gravity
|
2.562
|
|
Average uncompacted voids
|
47.7 %
|
Test 9 of 10
DIME Test ID: 2020-06-04-31-9
Test Method: ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)
Verified Date: 08/20/2020
Date Tested: 08/17/2020
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:
|
Method
|
B
|
|
Determination
|
By Mass
|
|
Dimensional ratio used
|
5:1
|
|
Weighted percentage of particles (by mass) that were flat and elongated
|
1 %
|
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
99 %
|
Test 10 of 10
DIME Test ID: 2020-06-04-31-10
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/20/2020
Date Tested: 08/17/2020
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:
|
Method
|
1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
|
Coarse 1 and 2 Faced and Fine 1 Faced
|
|
Percentage of questionable, coarse, 2 faced particles tested
|
2 %
|
|
Percentage of questionable, coarse, 1 faced particles tested
|
2 %
|
|
Percentage of questionable, fine, 1 faced particles tested
|
0 %
|
|
Percentage of fractured, coarse, 2 faced particles tested
|
88 %
|
|
Percentage of fractured, coarse, 1 faced particles tested
|
91 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
99 %
|
