Print Report | Back to Sample Detail

Sample Record for 2021-08-25-14

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

Project Information

Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R3.8/R11.7
Work Description: WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location Description: SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Contractor Name: J.F. SHEA CONSTRUCTION
Contractor Address: P.O. BOX 494519, REDDING, CA 96049-4519
Resident Engineer: Henry Benner Structure Rep.: Eric Chaffee

Sample Information

DIME Sample ID: 2021-08-25-14
TL Number from the TL Form: 858990
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 08/25/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/25/2021
The quantity of what the sample constitutes: PSE 2 bags, 100k Ton Milestone
A brief description of the sample: 3/4 Inch lime treated Coldfeed
From where was the sample collected: Manufacturer
Laboratory sample identification: D78929
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA

Material Information

Source Identification (SMARA or name of Pit): 91-45-0017
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Unknown
The plant number: unk
A detailed description of where the material sample was collected: Plant Sampler
Where the material sample would have been placed if not sampled: 02 SHA 5
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2021-08-25-14-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/09/2021
Date Tested: 08/26/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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
Total mass of material in the sample 6193 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 68 grams
Cumulative mass retained on the 1/2 in. sieve 1522 grams
Cumulative mass retained on the 3/8 in. sieve 2734 grams
Mass retained on the 1/4 in. sieve 3544 grams
Cumulative mass retained on the #4 sieve 3911 grams
Total sample mass passing the #4 sieve 2282 grams
Total mass of fine material in the sample 501.9 grams
Cumulative mass retained on the #8 sieve 192.1 grams
Cumulative mass retained on the #16 sieve 311.1 grams
Cumulative mass retained on the #30 sieve 377.8 grams
Cumulative mass retained on the #50 sieve 415.3 grams
Cumulative mass retained on the #100 sieve 437.8 grams
Cumulative mass retained on the #200 sieve 451.3 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 98.9 %
Cumulative percent passing the 1/2 in. sieve 75.4 %
Cumulative percent passing the 3/8 in. sieve 55.9 %
Cumulative percent passing the 1/4 in. sieve 42.8 %
Cumulative percent passing the #4 sieve 36.8 %
Cumulative percent passing the #8 sieve 22.7 %
Cumulative percent passing the #16 sieve 14 %
Cumulative percent passing the #30 sieve 9.1 %
Cumulative percent passing the #50 sieve 6.3 %
Cumulative percent passing the #100 sieve 4.7 %
Cumulative percent passing the #200 sieve 3.71 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.