Sample Record for 2023-03-08-38
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214469 DEA: 030H08U4 EFIS: 0319000029
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-50-L0.2/R6.1
Work Description: Sac 50 Design Build PLEASE NOTE THAT DESIGN BUILDER MUST PERFORM QUALITY VALIDATION TESTING IN ACCORDANCE WITH THE MATERIAL CONTROL SCHEDULE (MCS) FOR ITEMS SUCH AS STRANDS, HS BOLTS, ELASTOMERIC BEARING PADS, JOINT SEALANTS, COUPLERS & WELDED HOOPS, ETC
Location Description: FROM 0.1 MILE EAST OF I-5 TO 0.8 MILE EAST OF WATT AVE
Contractor Name: FLATIRON WEST INC
Contractor Address: 2100 Goodyear Rd., Benicia, CA 94510
Resident Engineer: Jim Rogers Structure Rep.: Caleb Toy
Sample Information
DIME Sample ID: 2023-03-08-38
TL Number from the TL Form:
Sample Submitted By Organization: Blackburn Consulting
Sample Organization Contact: (916) 375-8706
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 03/08/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/08/2023
The quantity of what the sample constitutes: 1 Sublot
A brief description of the sample: 3/4 HMA Agg
From where was the sample collected: Supplier
Laboratory sample identification: 206
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins - Continuous Plant
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-34-0053
The fabricator's/manufacturer's product name for the sample: 3/4WMASPw/13RAP
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Teichert Perkins Gencore Plant
Where the material sample would have been placed if not sampled: US 50 Segment 1
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number: 1
Sublot number: 5
Aggregate Mix Number:
Test Results
Test 1 of 1
DIME Test ID: 2023-03-08-38-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/13/2023
Date Tested: 03/08/2023
Submitted By Organization: Blackburn Consulting
Organization Address: 2491 Boatman Avenue,
Organization City: West Sacrametno
Organization State: CA
Organization Zipcode: 95691
Organization Email: brycem@blackburnconsulting.com
Organization Phone: (916) 375-8706
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
|
86 %
|
Cumulative percent passing the 3/8 in. sieve
|
73 %
|
Cumulative percent passing the #4 sieve
|
48 %
|
Cumulative percent passing the #8 sieve
|
33 %
|
Cumulative percent passing the #16 sieve
|
25 %
|
Cumulative percent passing the #30 sieve
|
20 %
|
Cumulative percent passing the #50 sieve
|
14 %
|
Cumulative percent passing the #100 sieve
|
10 %
|
Cumulative percent passing the #200 sieve
|
6.7 %
|