Print Report | Back to Sample Detail

Sample Record for 2020-01-11-6

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

Project Information

Project ID: 212562 DEA: 024G5504 EFIS: 0214000036 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-5-2.7/R11.4
Work Description: RECONSTRUCT WITH HMA AND PCC, WIDEN STRUCTURE AND UPGRADE RAILS
Location Description: SISKIYOU COUNTY IN AND NEAR DUNSMUIR FROM SACRAMENTO RIVER BRIDGE TO 0.6 MILE SOUTH OF NORTH MOUNT SHASTA UNDERPASS
Contractor Name: J.F. SHEA CONSTRUCTION
Contractor Address: P.O. BOX 494519, REDDING, CA 96049-4519
Resident Engineer: Nicole Mallory Structure Rep.: Andrew Osullivan

Sample Information

DIME Sample ID: 2020-01-11-6
TL Number from the TL Form: 001680
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Informational
Type of Material: Aggregate
Sample Taken Date: 01/11/2020
Date that the sample was received by the laboratory/organization performing the testing: 02/12/2020
The quantity of what the sample constitutes: Day's Production
A brief description of the sample: 3/4-inch Type A Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D78328
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction, Aggregate Products

Material Information

Source Identification (SMARA or name of Pit): 91-45-0019::AGGREGATE PRODUCTS
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: Cold Feed Sampling Chute
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2020-01-11-6-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/04/2020
Date Tested: 02/12/2020
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
Total mass of material in the sample 6408 grams
Cumulative mass retained on the 1 1/2 in. sieve 0 grams
Cumulative mass retained on the 1 in. sieve 0 grams
Cumulative mass retained on the 3/4 in. sieve 31 grams
Cumulative mass retained on the 1/2 in. sieve 1041 grams
Cumulative mass retained on the 3/8 in. sieve 1643 grams
Cumulative mass retained on the 1/4 in. sieve 2179 grams
Cumulative mass retained on the #4 sieve 2513 grams
Cumulative mass retained on the #8 sieve 149.8 grams
Cumulative mass retained on the #16 sieve 269.7 grams
Cumulative mass retained on the #30 sieve 354.2 grams
Cumulative mass retained on the #50 sieve 409.7 grams
Cumulative mass retained on the #100 sieve 441.4 grams
Cumulative mass retained on the #200 sieve 457.3 grams
Cumulative mass retained on the pan no data
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 99.5 %
Cumulative percent passing the 1/2 in. sieve 83.8 %
Cumulative percent passing the 3/8 in. sieve 74.4 %
Cumulative percent passing the 1/4 in. sieve 66 %
Cumulative percent passing the #4 sieve 60.8 %
Cumulative percent passing the #8 sieve 43 %
Cumulative percent passing the #16 sieve 28.7 %
Cumulative percent passing the #30 sieve 18.6 %
Cumulative percent passing the #50 sieve 12 %
Cumulative percent passing the #100 sieve 8.3 %
Cumulative percent passing the #200 sieve 6.37 %