Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212866 DEA: 021H9704 EFIS: 0216000051
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-12.6/13.1
Work Description: CURVE REALIGNMENT AND HMA PAVING.
Location Description: TEHAMA COUNTY ABOUT 16 MILES EAST OF PLATINA FROM 2.3 MILES EAST TO 2.8 MILES EAST OF DRY CREEK BRIDGE
Contractor Name: Tullis Inc
Contractor Address: 16951 Clear Creek Road, Redding, CA 96001
Resident Engineer: Structure Rep.: Unknown
DIME Sample ID: 2020-05-22-25
TL Number from the TL Form: 897709
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: 05/22/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Combined Untreated 1/2-inch Type G Aggregate
From where was the sample collected: Source
Laboratory sample identification: D78446F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shasta Ranch Aggregates - Anderson, CA
Source Identification (SMARA, name of Pit or Job Site): 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: Lab-Batched from Sized Untreated Aggregate Stockpiles
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number: JMF 20-10-S1
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2020-05-22-25-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/23/2020
Date Tested: 07/21/2020
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
|
|
Does this test use 1/4 sieve? (question for HMA Gradation Type)
|
Yes
|
|
Has the fine aggregate sample been reduced?
|
No
|
|
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
|
94.3 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
83.3 %
|
|
Cumulative percent passing the 1/4 in. sieve
|
53.6 %
|
|
Cumulative percent passing the #4 sieve
|
37.7 %
|
|
Cumulative percent passing the #8 sieve
|
19.3 %
|
|
Cumulative percent passing the #16 sieve
|
13.1 %
|
|
Cumulative percent passing the #30 sieve
|
9.2 %
|
|
Cumulative percent passing the #50 sieve
|
6.4 %
|
|
Cumulative percent passing the #100 sieve
|
4.6 %
|
|
Cumulative percent passing the #200 sieve
|
3.53 %
|
DIME Test ID: 2020-05-22-25-2
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 07/23/2020
Date Tested: 07/22/2020
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 %
|
DIME Test ID: 2020-05-22-25-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/23/2020
Date Tested: 07/23/2020
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
|
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
|
0 %
|
|
Percentage of questionable, coarse, 1 faced particles tested
|
0 %
|
|
Percentage of questionable, fine, 1 faced particles tested
|
0 %
|
|
Percentage of fractured, coarse, 2 faced particles tested
|
100 %
|
|
Percentage of fractured, coarse, 1 faced particles tested
|
100 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
DIME Test ID: 2020-05-22-25-4
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 07/23/2020
Date Tested: 07/22/2020
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
|
2.691
|
|
Absorption
|
1.1 %
|
DIME Test ID: 2020-05-22-25-5
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 07/23/2020
Date Tested: 07/23/2020
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
|
2.633
|
|
Bulk specific gravity (SSD Basis)
|
2.682
|
|
Apparent specific gravity
|
2.768
|
|
Absorption
|
1.8 %
|
DIME Test ID: 2020-05-22-25-6
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: 07/23/2020
Date Tested: 07/22/2020
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
|
C
|
|
Mass of sample on No.12 sieve (after 500 revolutions)
|
4174 grams
|
|
Percent loss after 100 revolutions
|
4 %
|
|
Percent loss after 500 revolutions
|
16 %
|
DIME Test ID: 2020-05-22-25-8
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: 07/23/2020
Date Tested: 07/22/2020
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:
DIME Test ID: 2020-05-22-25-9
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 07/23/2020
Date Tested: 07/22/2020
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)
|
87
|
|
Durability Index (fine)
|
86
|
DIME Test ID: 2020-05-22-25-10
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 07/23/2020
Date Tested: 07/22/2020
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
|
2.633
|
|
Average uncompacted voids
|
47.7 %
|
DIME Test ID: 2020-05-22-25-11
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: 07/23/2020
Date Tested: 07/22/2020
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
|
9 %
|
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
91 %
|
