Test 2019-09-04-7-2 (ASTM C109-16a) Summary

Project Information
Project IdentifiersProject ID: 214029
DEA: 07301104
EFIS: 0714000009
DIST-CO-RTE-PM07-LA-60,710-710-R2.8/11.8, 24.1/25.1
Work DescriptionRoadway ex, place jointed plain concrete pavement & concrete barrieres
Location DescriptionIn Los Angeles County at avocado Heights on Route 60 from 0.5 Mile west of Route 60/710 Separation to Route 60/605 Separation AND on Route 710 from 0.5 miles south of Route 710/60 Separation to 0.5 mile north of Route 710/60 Separation.
Sample Information
Sample Taken Date9/4/2019 Sample Unique Key7
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing9/6/2019
Sample typeVerification A brief description of the sampleType III Cement
The quantity of what the sample constitutes15 lbs From where was the sample collectedJob Site
First name of sampler or witnessed byNA Last name of sampler or witnessed byNA
Title of sampler Laboratory sample identificationCM194902
The fabricator/manufacturer/facility nameUnknown Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeCementitious BrandMitsubishi
MillCushenbury Type of Cementitious MaterialType II Cement
Test Details
DIME Sample ID: 2019-09-04-7
DIME Test ID: 2019-09-04-7-2
Testing Lab: CT HQ - Sacramento Cement Testing Laboratory
Test Method: ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Test Release Date: 2019-10-08
Test Results

Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: Benjamin Lenz
Date of test: 09/12/2019
Age of specimen: 3 days
The amount of flow : 108 %
The amount of water used : 42.7 %
Compressive strength of 1st specimen : 4788 psi
Compressive strength of 2nd specimen: 4899 psi
Compressive strength of 3rd specimen : 5006 psi
Average Compressive strength (to nearest 10 psi): 4900 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/08/2019