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Sample Record for 2020-06-30-43


Project Information

Project ID: 214059 DEA: 042K7504 EFIS: 0417000019 QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL-152-7.6/M10.2
Work Description: ROADWAY REHAB, CURB RAMPS, SIGNALS, AND STRIPING UPGRADES.
Location Description: SANTA CLARA COUNTY IN GILROY FROM 0.3 MILE WEST OF SANTA TERESA BOULEVARD TO ROUTE 101
Contractor Name: Granite Construction Contractor Address: 585 West Beach Street
Resident Engineer: Gene Malonzo Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-06-30-43
TL Number from the TL Form: 810423
Sample Submitted By Organization: CT D04 - DME / District Lab
Sample Organization Contact: (510) 507-3456
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 06/30/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/02/2020
The quantity of what the sample constitutes: JMF 16 Bags
A brief description of the sample: 3/8" HMA Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Source Identification (SMARA or name of Pit): 91-24-0009
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: Hot Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/8 inch
The concrete mix design number:
Lot number:
Sublot number:

Test Results

Test 1 of 9

DIME Test ID: 2020-06-30-43-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/31/2020
Date Tested: 07/08/2020
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd
Test General Comments:
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) No
Total mass of material in the sample 5000 grams
Mass retained on the 1 1/2 in. sieve 0 grams
Mass retained on the 1 in. sieve 0 grams
Mass retained on the 3/4 in. sieve 0 grams
Mass retained on the 1/2 in. sieve 0 grams
Mass retained on the 3/8 in. sieve 89.9 grams
Mass retained on the #4 sieve 1605 grams
Total sample mass passing the #4 sieve 3305.1 grams
Total mass of fine material in the sample 516.3 grams
Mass retained on the #8 sieve 203.6 grams
Mass retained on the #16 sieve 300.9 grams
Mass retained on the #30 sieve 344.6 grams
Mass retained on the #50 sieve 438 grams
Mass retained on the #100 sieve 479 grams
Mass retained on the #200 sieve 495.3 grams
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 100 %
Cumulative percent passing the 3/8 in. sieve 98.2 %
Cumulative percent passing the #4 sieve 67.9 %
Cumulative percent passing the #8 sieve 41.1 %
Cumulative percent passing the #16 sieve 28.3 %
Cumulative percent passing the #30 sieve 22.6 %
Cumulative percent passing the #50 sieve 10.3 %
Cumulative percent passing the #100 sieve 4.9 %
Cumulative percent passing the #200 sieve 2.76 %

Test Results

Test 2 of 9

DIME Test ID: 2020-06-30-43-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 07/31/2020
Date Tested: 07/08/2020
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd
Test General Comments:
Additional Comments When Verified:
Bulk specific gravity 2.585
Bulk specific gravity (SSD Basis) 2.621
Apparent specific gravity 2.680
Absorption 1.4 %

Test Results

Test 3 of 9

DIME Test ID: 2020-06-30-43-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 07/31/2020
Date Tested: 07/08/2020
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd
Test General Comments:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.538
Absorption 1.8 %

Test Results

Test 4 of 9

DIME Test ID: 2020-06-30-43-4
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: 07/31/2020
Date Tested: 07/08/2020
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd
Test General Comments:
Additional Comments When Verified:
Grading designation C
Mass of sample on No.12 sieve (after 500 revolutions) 3409 grams
Percent loss after 100 revolutions 8 %
Percent loss after 500 revolutions 32 %

Test Results

Test 5 of 9

DIME Test ID: 2020-06-30-43-5
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: 07/31/2020
Date Tested: 07/08/2020
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd
Test General Comments:
Additional Comments When Verified:
Sand Equivalent 79

Test Results

Test 6 of 9

DIME Test ID: 2020-06-30-43-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 07/31/2020
Date Tested: 07/08/2020
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd
Test General Comments:
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.585
Average uncompacted voids 44.7 %

Test Results

Test 7 of 9

DIME Test ID: 2020-06-30-43-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/31/2020
Date Tested: 07/08/2020
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd
Test General Comments:
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 97 %
Percentage of fractured, coarse, 1 faced particles tested 100 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test Results

Test 8 of 9

DIME Test ID: 2020-06-30-43-8
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: 07/31/2020
Date Tested: 07/08/2020
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd
Test General Comments:
Additional Comments When Verified:
Method A
Determination By Number
Dimensional ratio used 5:1
Weighted percentage of particles (by number) that were flat 0 %
Weighted percentage of particles (by number) that were elongated 0.0 %
Weighted percentage of particles (by number) that were both flat and elongated 0.0 %
Weighted percentage of particles (by number) that were neither flat nor elongated 100 %

Test Results

Test 9 of 9

DIME Test ID: 2020-06-30-43-10
Test Method: AASHTO T100-15: Standard Method of Test for Specific Gravity of Soils (Specific Gravity)
Data has not been verified.