Test 2017-04-27-1-2 (ASTM C231-17a) Summary

Project Information
Project IdentifiersProject ID: 211260
DEA: 072159U4
EFIS: 0715000160
DIST-CO-RTE-PM07-LA,ORA-5-0.0/1.5, 44.3/44.4
Work DescriptionCONSTRUCT HOV LANES AND MIX FLOW LANES.
Location DescriptionLOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
Sample Information
Sample Taken Date4/27/2017 Sample Unique Key1
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testingNot set
Sample typeQuality Assurance A brief description of the samplePortland Cement Concrete
The quantity of what the sample constitutes250 cy From where was the sample collectedJob Site
First name of sampler or witnessed byBrett Last name of sampler or witnessed bySoldano
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameTeichert Materials Vernalis Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design number123456
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected123654789
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedwheelbarrow Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2017-04-27-1
DIME Test ID: 2017-04-27-1-2
Testing Lab: CT SC Sub-unit 3671-106
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Test Release Date: 2017-05-04
Test Results

Is wet sieving required?: Yes
Input Type: Measured
Tester's full name: DANNY LALONDE
Date of test: 04/27/2017
Apparent air content: 8 %
Aggregate correction factor: 1
Volume of ingredients passing the 1.5 in. sieve: 100 ft^3
Volume of all ingredients: 500 ft^3
Volume of aggregate coarser than the 1.5 in. sieve: 15 ft^3
Volume of ingredients of the mortar fraction: no data
Air content of the sample tested: 7 %
Air content:1.4 %
Air content of the mortar fraction:no data
General comments (publicly viewable) (Max 250 characters):

Test was verified on 04/27/2017