Sample Record for 2022-09-23-40
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Project Information
Project ID: 214892 DEA: 06442554 EFIS: 0612000176 COOP: 061699
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-46-29.7/31.9
Work Description: CONVERT 2-LANE TO 4-LANE HMA PAVEMENT AND CONSTRUCT NEW BRIDGE.
Location Description: KERN COUNTY AT AND NEAR LOST HILLS FROM 0.2 MILE WEST OF CALIFORNIA AQUEDUCT BRIDGE TO 1.4 MILES EAST OF LOST HILLS ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: Trever Shiplee Structure Rep.: Gabriel Macias
Sample Information
DIME Sample ID: 2022-09-23-40
TL Number from the TL Form: C0773843
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 09/23/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/28/2022
The quantity of what the sample constitutes: 4 Bags
A brief description of the sample: Aggregate for 3/4 RHMA-G
From where was the sample collected: Source
Laboratory sample identification: 22-JMF-0151
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Solari
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-15-0114
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: Plant
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 9
DIME Test ID: 2022-09-23-40-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/03/2022
Date Tested: 09/29/2022
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
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
|
98 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
83.4 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
72.4 %
|
|
Cumulative percent passing the #4 sieve
|
30.9 %
|
|
Cumulative percent passing the #8 sieve
|
18.4 %
|
|
Cumulative percent passing the #16 sieve
|
13.1 %
|
|
Cumulative percent passing the #30 sieve
|
9.9 %
|
|
Cumulative percent passing the #50 sieve
|
7.3 %
|
|
Cumulative percent passing the #100 sieve
|
5.2 %
|
|
Cumulative percent passing the #200 sieve
|
3.51 %
|
Test 2 of 9
DIME Test ID: 2022-09-23-40-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 10/03/2022
Date Tested: 09/30/2022
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test: Bulk specific gravity (SSD) of fine aggregate, Bulk specific gravity of fine aggregate, Apparent specific gravity of fine aggregate, Apparent specific gravity of supplemental fines, Absorption of fine aggregate
Test Result Compliance:
Additional Comments When Verified:
|
Bulk specific gravity
|
2.674
|
|
Bulk specific gravity (SSD Basis)
|
2.715
|
|
Apparent specific gravity
|
2.787
|
|
Absorption
|
1.5 %
|
Test 3 of 9
DIME Test ID: 2022-09-23-40-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 10/03/2022
Date Tested: 09/30/2022
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test: Bulk Specific Gravity (Oven Dry) of Coarse Aggregate-Absorption of Coarse Aggregate.
Test Result Compliance:
Additional Comments When Verified:
|
Basis for relative density testing
|
Bulk
|
|
Specific Gravity
|
2.726
|
|
Absorption
|
0.9 %
|
Test 4 of 9
DIME Test ID: 2022-09-23-40-4
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: 10/03/2022
Date Tested: 09/29/2022
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test: Sand equivalent (min)
Test Result Compliance:
Additional Comments When Verified:
Test 5 of 9
DIME Test ID: 2022-09-23-40-5
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 10/03/2022
Date Tested: 09/30/2022
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test: Please run Durability Procedure "A" Coarse Aggregate and Procedure "B" Fine Aggregate.
Test Result Compliance:
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?
|
Deminerialized
|
|
Durability Index (coarse)
|
87
|
|
Durability Index (fine)
|
78
|
Test 6 of 9
DIME Test ID: 2022-09-23-40-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 10/03/2022
Date Tested: 09/30/2022
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test: Method A
Test Result Compliance:
Additional Comments When Verified:
|
What test method is performed?
|
Method A
|
|
Bulk dry specific gravity
|
2.673
|
|
Average uncompacted voids
|
46.5 %
|
Test 7 of 9
DIME Test ID: 2022-09-23-40-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 10/03/2022
Date Tested: 09/30/2022
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test: Crushed particles, coarse aggregate One fractured face and Crushed particles, coarse aggregate Two fractured faces - Method 1 Crushed particles, fine aggregate (Passing No. 4 sieve and retained on No. 8 sieve) One fractured face - Method 2
Test Result Compliance:
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
|
1 %
|
|
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
|
99 %
|
|
Percentage of fractured, coarse, 1 faced particles tested
|
99 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
Test 8 of 9
DIME Test ID: 2022-09-23-40-8
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: 10/03/2022
Date Tested: 09/30/2022
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test: Flat and elongated particles (% by mass at 5:1)
Test Result Compliance:
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
|
0 %
|
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
100 %
|
Test 9 of 9
DIME Test ID: 2022-09-23-40-9
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: 10/03/2022
Date Tested: 09/30/2022
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test: At 100 rev and 500 rev.
Test Result Compliance:
Additional Comments When Verified:
|
Grading designation
|
B
|
|
Mass of sample on No.12 sieve (after 500 revolutions)
|
3474 grams
|
|
Percent loss after 100 revolutions
|
6 %
|
|
Percent loss after 500 revolutions
|
31 %
|
Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2022-09-23-40-10 | AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis) | 11/23/2022 | Not scheduled | Bang Nguyen | CT HQ - Sacramento Aggregate Testing Laboratory | | |
66858
