Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215424 DEA: 024G4404 EFIS: 0214000013
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3-38.0/38.6
Work Description: BRIDGE REPLACEMENT
Location Description: SISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
Contractor Name: Steelhead Constructors
Contractor Address: 2940 INNSBRUCK DRIVE, REDDING CA 96003
Resident Engineer: Nicole Mallory Structure Rep.: Andy O'Sullivan
DIME Sample ID: 2021-05-24-53
TL Number from the TL Form: 897297
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: 05/24/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/24/2021
The quantity of what the sample constitutes: Verification of JMF 21-04-S01
A brief description of the sample: Combined Untreated 3/4-inch Type A Virgin Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D78808F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis - Nortstate Asphalt, Redding, CA
Source Identification (SMARA or name of Pit): 91-45-0057
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: Laboratory Batched from Sized Untreated Virgin 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: JMF 21-04-S01
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2021-05-24-53-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/03/2021
Date Tested: 05/27/2021
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
|
|
Does this test use 1/4 sieve? (question for HMA Gradation Type)
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Yes
|
|
Has the fine aggregate sample been reduced?
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No
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|
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
|
90.3 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
66.6 %
|
|
Cumulative percent passing the 1/4 in. sieve
|
44.9 %
|
|
Cumulative percent passing the #4 sieve
|
37.2 %
|
|
Cumulative percent passing the #8 sieve
|
22.5 %
|
|
Cumulative percent passing the #16 sieve
|
15.1 %
|
|
Cumulative percent passing the #30 sieve
|
10.6 %
|
|
Cumulative percent passing the #50 sieve
|
7.4 %
|
|
Cumulative percent passing the #100 sieve
|
5.5 %
|
|
Cumulative percent passing the #200 sieve
|
4.25 %
|
DIME Test ID: 2021-05-24-53-2
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 08/03/2021
Date Tested: 06/01/2021
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)
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NP
|
|
Liquid Limit (LL)
|
0 %
|
|
Plastic Limit (PL)
|
0 %
|
DIME Test ID: 2021-05-24-53-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/03/2021
Date Tested: 06/01/2021
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
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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
|
96 %
|
|
Percentage of fractured, coarse, 1 faced particles tested
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98 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
DIME Test ID: 2021-05-24-53-4
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 08/03/2021
Date Tested: 05/28/2021
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
|
2.686
|
|
Absorption
|
1 %
|
DIME Test ID: 2021-05-24-53-5
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 08/03/2021
Date Tested: 06/02/2021
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
|
2.649
|
|
Bulk specific gravity (SSD Basis)
|
2.683
|
|
Apparent specific gravity
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2.741
|
|
Absorption
|
1.3 %
|
DIME Test ID: 2021-05-24-53-6
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: 08/03/2021
Date Tested: 05/28/2021
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)
|
4463 grams
|
|
Percent loss after 100 revolutions
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2 %
|
|
Percent loss after 500 revolutions
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11 %
|
DIME Test ID: 2021-05-24-53-8
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: 08/03/2021
Date Tested: 05/28/2021
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:
DIME Test ID: 2021-05-24-53-9
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 08/03/2021
Date Tested: 05/28/2021
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?
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Distilled
|
|
Durability Index (coarse)
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87
|
|
Durability Index (fine)
|
81
|
DIME Test ID: 2021-05-24-53-10
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 08/03/2021
Date Tested: 06/01/2021
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
|
2.65
|
|
Average uncompacted voids
|
48.8 %
|
DIME Test ID: 2021-05-24-53-11
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: 08/03/2021
Date Tested: 05/28/2021
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
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B
|
|
Determination
|
By Mass
|
|
Dimensional ratio used
|
5:1
|
|
Weighted percentage of particles (by mass) that were flat and elongated
|
4 %
|
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
96 %
|