Sample Record for 2019-09-09-17
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214236 DEA: 024H3804 EFIS: 0218000112 MINOR: 02A1831
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-36-6.6/6.6001
Work Description: Chester MS Infiltration Trench Project
Location Description: Storm Water Improvements in Plumas County about 1.9 miles West of Chester at the Chester Maintenance Station.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2019-09-09-17
TL Number from the TL Form: 847547
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: 09/09/2019
Date that the sample was received by the laboratory/organization performing the testing: 09/10/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Laboratory-Combined Untreated Virgin 3/4-inch Type A Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D78166F
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::CHESTER PIT
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: L191072
The plant number: Unknown
A detailed description of where the material sample was collected: Stockpiles
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: JMF 19-28-S1b
Lot number: 0
Sublot number: 0
Aggregate Mix Number:
Test Results
Test 1 of 11
DIME Test ID: 2019-09-09-17-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive, MS-83,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
This test has been superseded on 12/18/2019.
Reason: corrected
Test 2 of 11
DIME Test ID: 2019-09-09-17-2
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 12/18/2019
Date Tested: 10/02/2019
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 11
DIME Test ID: 2019-09-09-17-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 12/18/2019
Date Tested: 10/02/2019
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
|
1 - Combined Fracture Determination
|
Aggregate Size and Fracture Type
|
Coarse 1 and 2 Faced and Fine 1 Faced
|
Percentage of fractured, coarse, 2 faced particles tested
|
94 %
|
Percentage of fractured, coarse, 1 faced particles tested
|
97 %
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
Test 4 of 11
DIME Test ID: 2019-09-09-17-4
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 12/18/2019
Date Tested: 10/02/2019
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
|
2.57
|
Absorption
|
2.3 %
|
Test 5 of 11
DIME Test ID: 2019-09-09-17-5
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 12/18/2019
Date Tested: 10/03/2019
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
|
2.547
|
Bulk specific gravity (SSD Basis)
|
2.622
|
Apparent specific gravity
|
2.753
|
Absorption
|
2.9 %
|
Test 6 of 11
DIME Test ID: 2019-09-09-17-6
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: 12/18/2019
Date Tested: 10/02/2019
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
|
Percent loss after 100 revolutions
|
4 %
|
Percent loss after 500 revolutions
|
21 %
|
Test 7 of 11
DIME Test ID: 2019-09-09-17-7
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: 12/18/2019
Date Tested: 10/01/2019
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 8 of 11
DIME Test ID: 2019-09-09-17-8
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 12/18/2019
Date Tested: 10/02/2019
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)
|
87
|
Durability Index (fine)
|
82
|
Test 9 of 11
DIME Test ID: 2019-09-09-17-9
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 12/18/2019
Date Tested: 10/02/2019
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
|
2.547
|
Average uncompacted voids
|
46.3 %
|
Test 10 of 11
DIME Test ID: 2019-09-09-17-10
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: 12/18/2019
Date Tested: 10/03/2019
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
|
1:5
|
Weighted percentage of particles (by mass) that were flat and elongated
|
0. %
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
100. %
|
Test 11 of 11
DIME Test ID: 2019-09-09-17-11
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 12/18/2019
Date Tested: 09/10/2019
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: Lime treated cold feed grading, D78165, to make JMF tool function.
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
|
99.3 %
|
Cumulative percent passing the 1/2 in. sieve
|
73.5 %
|
Cumulative percent passing the 3/8 in. sieve
|
59.7 %
|
Cumulative percent passing the 1/4 in. sieve
|
46.9 %
|
Cumulative percent passing the #4 sieve
|
38.3 %
|
Cumulative percent passing the #8 sieve
|
23.9 %
|
Cumulative percent passing the #16 sieve
|
16.4 %
|
Cumulative percent passing the #30 sieve
|
12 %
|
Cumulative percent passing the #50 sieve
|
8.9 %
|
Cumulative percent passing the #100 sieve
|
6.4 %
|
Cumulative percent passing the #200 sieve
|
4.74 %
|