Print Report | Back to Sample Detail

Sample Record for 2023-10-03-48

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994638 DEA: 023J8404 EFIS: 0222000089 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-28.0/34.5
Work Description: HMA OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING.
Location Description: SISKIYOU COUNTY NEAR HAPPY CAMP FROM 4.6 MILES WEST OF CLEAR CREEK BRIDGE TO 0.2 MILE EAST OF OAK FLAT CREEK BRIDGE
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: 17400 Clear Creek Road, Redding, CA 96001
Resident Engineer: Nicholas Riddle Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-10-03-48
TL Number from the TL Form: 824483
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: 10/03/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/03/2023
The quantity of what the sample constitutes: Production Start Up Evaluation
A brief description of the sample: 3/4-inch Type A Untreated Virgin Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D79365F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fawndale Rock Quarry / J.F. Shea

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-45-0017
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 Laboratory from Untreated Sized Virgin Aggregate Stockpiles
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 on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2023-10-03-48-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/26/2023
Date Tested: 10/09/2023
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? Combined Gradation
Cumulative percent passing the 2 in. sieve 100 %
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 86 %
Cumulative percent passing the 3/8 in. sieve 69 %
Cumulative percent passing the #4 sieve 44 %
Cumulative percent passing the #8 sieve 25 %
Cumulative percent passing the #16 sieve 15 %
Cumulative percent passing the #30 sieve 10 %
Cumulative percent passing the #50 sieve 7 %
Cumulative percent passing the #100 sieve 5 %
Cumulative percent passing the #200 sieve 3.8 %

Test 2 of 7

DIME Test ID: 2023-10-03-48-2
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: 10/26/2023
Date Tested: 10/16/2023
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=75
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 75

Test 3 of 7

DIME Test ID: 2023-10-03-48-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 10/26/2023
Date Tested: 10/17/2023
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: PC(C1)=100.%, PC(C2)=100.%, PC(F1)=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
Percentage of questionable, 1 ½ inch, 2 faced particles tested no data0 %
Percentage of questionable, 1 ½ inch, 1 faced particles tested no data0 %
Percentage of questionable, 1 inch, 2 faced particles tested no data0 %
Percentage of questionable, 1 inch, 1 faced particles tested no data0 %
Percentage of questionable, ¾ inch, 2 faced particles tested no data0 %
Percentage of questionable, ¾ inch, 1 faced particles tested no data0 %
Percentage of questionable, ½ inch, 2 faced particles tested no data0 %
Percentage of questionable, ½ inch, 1 faced particles tested no data0 %
Percentage of questionable, ⅜ inch, 2 faced particles tested no data0 %
Percentage of questionable, ⅜ inch, 1 faced particles tested no data0 %
Percentage of questionable, ¼ inch, 2 faced particles tested no data0 %
Percentage of questionable, ¼ inch, 1 faced particles tested no data0 %
Percentage of questionable, No. 4, 2 faced particles tested no data0 %
Percentage of questionable, No. 4, 1 faced particles tested no data0 %
Percentage of questionable, No. 8, 1 faced particles tested no data0 %
Percentage of fractured, 1 ½ inch, 2 faced particles tested no data0 %
Percentage of fractured, 1 ½ inch, 1 faced particles tested no data0 %
Percentage of fractured, 1 inch, 2 faced particles tested no data0 %
Percentage of fractured, 1 inch, 1 faced particles tested no data0 %
Percentage of fractured, ¾ inch, 2 faced particles tested no data0 %
Percentage of fractured, ¾ inch, 1 faced particles tested no data0 %
Percentage of fractured, ½ inch, 2 faced particles tested 100 %
Percentage of fractured, ½ inch, 1 faced particles tested 100 %
Percentage of fractured, ⅜ inch, 2 faced particles tested 100 %
Percentage of fractured, ⅜ inch, 1 faced particles tested 100 %
Percentage of fractured, ¼ inch, 2 faced particles tested 100 %
Percentage of fractured, ¼ inch, 1 faced particles tested 100 %
Percentage of fractured, No. 4, 2 faced particles tested 100 %
Percentage of fractured, No. 4, 1 faced particles tested 100 %
Percentage of fractured, No. 8, 1 faced particles tested 100 %
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 7

DIME Test ID: 2023-10-03-48-4
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: 10/26/2023
Date Tested: 10/12/2023
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=2%, L500=11
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation B
Mass of sample on No.12 sieve (after 500 revolutions) 4427 grams
Percent loss after 100 revolutions 2 %
Percent loss after 500 revolutions 11 %

Test 5 of 7

DIME Test ID: 2023-10-03-48-5
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 10/26/2023
Date Tested: 10/23/2023
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: Dc=87, Df=94
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) 94

Test 6 of 7

DIME Test ID: 2023-10-03-48-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 10/26/2023
Date Tested: 10/13/2023
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=50.8
Test Result Compliance: complies
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.709
Average uncompacted voids 50.8 %

Test 7 of 7

DIME Test ID: 2023-10-03-48-7
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: 10/26/2023
Date Tested: 10/12/2023
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&E(5:1)=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 %