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

Sample Record for 2020-05-29-10


Project Information

Project ID: 213598 DEA: 051F75U4 EFIS: 0518000092 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-101-R36.9/47.7
Work Description: CRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER
Location Description: MONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE
Contractor Name: OHL USA, INC. Contractor Address: 1920 Main St. Suite 310
Resident Engineer: Tim Lang Structure Rep.: Moreno, Juan

Sample Information

DIME Sample ID: 2020-05-29-10
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Field Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Per Request
Type of Material: Aggregate
Sample Taken Date: 05/29/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/03/2020
The quantity of what the sample constitutes: Coarse Agg from Two PCC Mix Designs
A brief description of the sample: One Bag of 3/8" x No. 8
From where was the sample collected: Other
Laboratory sample identification: D5 20-C-017
Structure unique identifier:
Structure name:

Material Information

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

Test Results

Test 1 of 1

DIME Test ID: 2020-05-29-10-1
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: 06/04/2020
Date Tested: 06/04/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments: 45% loss maximum.
Additional Comments When Verified:
Grading designation C
Mass of sample on No.12 sieve (after 500 revolutions) 4423 grams
Percent loss after 100 revolutions 0 %
Percent loss after 500 revolutions 12 %