Sample Record for 2023-05-15-53
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Project Information
Project ID: 212498 DEA: 021H5204 EFIS: 0217000009
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3,263-48.5/49.7 - 49.41
Work Description: Roadway Rehabilitation
Location Description: 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41
Contractor Name: Myers-Shea JV
Contractor Address: 45 Morrison Ave, Sacramento, CA 95838
Resident Engineer: Austin Henry Structure Rep.: Nicolas Jimenez
Sample Information
DIME Sample ID: 2023-05-15-53
TL Number from the TL Form: 815608
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Production Start-Up
Type of Material: Aggregate
Sample Taken Date: 05/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/15/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Laboratory-Combined Untreated Virgin Aggregate for use in 3/4-inch Type A HMA
From where was the sample collected: Manufacturer
Laboratory sample identification: D79229F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-45-0017::Fawndale Rock Quarry - Redding, CA
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: Combined in the Laboratory from Stockpile samples
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 11
DIME Test ID: 2023-05-15-53-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/02/2023
Date Tested: 05/18/2023
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: not applicable
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 %
|
Cumulative percent passing the 1/2 in. sieve
|
84 %
|
Cumulative percent passing the 3/8 in. sieve
|
73 %
|
Cumulative percent passing the #4 sieve
|
47 %
|
Cumulative percent passing the #8 sieve
|
30 %
|
Cumulative percent passing the #16 sieve
|
19 %
|
Cumulative percent passing the #30 sieve
|
14 %
|
Cumulative percent passing the #50 sieve
|
10 %
|
Cumulative percent passing the #100 sieve
|
7 %
|
Cumulative percent passing the #200 sieve
|
5.8 %
|
Test 2 of 11
DIME Test ID: 2023-05-15-53-2
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 06/02/2023
Date Tested: 05/25/2023
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: PI=NP
Test Result Compliance: complies
Additional Comments When Verified:
Plastic Index(PI)
|
NP
|
Liquid Limit (LL)
|
Undetermined %
|
Plastic Limit (PL)
|
Undetermined %
|
Test 3 of 11
DIME Test ID: 2023-05-15-53-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 06/02/2023
Date Tested: 05/25/2023
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: Pc2=100.%,
Pc1=100.%,
Pf1=100.%
Test Result Compliance: complies
Additional Comments When Verified:
Method
|
2 - Individual Fracture Determination
|
Aggregate Size and Fracture Type
|
Coarse 1 and 2 Faced and Fine 1 Faced
|
Weighted average percentage of fractured, coarse, 2 faced particles
|
100 %
|
Weighted average percentage of fractured, coarse, 1 faced particles
|
100 %
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
Test 4 of 11
DIME Test ID: 2023-05-15-53-4
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 06/02/2023
Date Tested: 05/23/2023
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: Gsbc=2.805
Test Result Compliance: not applicable
Additional Comments When Verified:
Basis for relative density testing
|
Bulk
|
Specific Gravity
|
2.805
|
Absorption
|
0.5 %
|
Test 5 of 11
DIME Test ID: 2023-05-15-53-5
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 06/02/2023
Date Tested: 05/25/2023
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: Gsbf(unwashed)=2.664
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk specific gravity
|
2.663
|
Bulk specific gravity (SSD Basis)
|
2.731
|
Apparent specific gravity
|
2.856
|
Absorption
|
2.5 %
|
Test 6 of 11
DIME Test ID: 2023-05-15-53-6
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: 06/02/2023
Date Tested: 06/01/2023
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: L100=3%,
L500=14%
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation
|
C
|
Mass of sample on No.12 sieve (after 500 revolutions)
|
4281 grams
|
Percent loss after 100 revolutions
|
3 %
|
Percent loss after 500 revolutions
|
14 %
|
Test 7 of 11
DIME Test ID: 2023-05-15-53-7
Test Method: AASHTO T104-99r16: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness)
Verified Date: 06/29/2023
Date Tested: 06/29/2023
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: C=3%, F=6%.
Composite values from weighted averages of tests performed on individual bins.
Test Result Compliance: complies
Additional Comments When Verified:
Size of aggregate being tested
|
Coarse and Fine Aggregate
|
What type of solution was used?
|
Sodium sulfate
|
What was the condition of the solution?
|
Previously used
|
Number of immersion cycles performed
|
5
|
Coarse weighted average loss
|
3 %
|
Fine weighted average loss
|
6 %
|
Test 8 of 11
DIME Test ID: 2023-05-15-53-8
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: 06/02/2023
Date Tested: 05/24/2023
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: SE=76
Test Result Compliance: complies
Additional Comments When Verified:
Test 9 of 11
DIME Test ID: 2023-05-15-53-9
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 06/02/2023
Date Tested: 05/24/2023
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: Dc=85,
Df=86
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)
|
86
|
Test 10 of 11
DIME Test ID: 2023-05-15-53-10
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 06/02/2023
Date Tested: 05/25/2023
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: Us=46.4%
Test Result Compliance: complies
Additional Comments When Verified:
What test method is performed?
|
Method A
|
Bulk dry specific gravity
|
2.664
|
Average uncompacted voids
|
46.5 %
|
Test 11 of 11
DIME Test ID: 2023-05-15-53-11
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: 06/02/2023
Date Tested: 05/24/2023
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: F&E5:1=1%
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 %
|