Test 2018-10-01-12-1 (ASTM C109-11) Summary

Project Information
Project IdentifiersProject ID: 212577
DEA: 11408704
EFIS: 1112000017
DIST-CO-RTE-PM11-SD-8-9.0/15.3
Work DescriptionSLAB REPLACEMENT, COLD PLANE, GRIND PAVEMENT AND REPLACE GUARDRAIL.
Location DescriptionSAN DIEGO COUNTY FROM 0.6 MILE WEST OF LAKE MURRAY BOULEVARD OVERCROSSING IN SAN DIEGO TO JOHNSON AVENUE UNDERCROSSING IN EL CAJON
Sample Information
Sample Taken Date10/1/2018 Sample Unique Key12
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 testing10/1/2018
Sample typeAcceptance A brief description of the sampleRapid Setting Cement
The quantity of what the sample constitutes1 Bucket From where was the sample collectedJob Site
First name of sampler or witnessed byna Last name of sampler or witnessed byna
Title of samplerUnknown Laboratory sample identificationCM184801
The fabricator/manufacturer/facility nameCMAX Transportation Laboratory (TL) Numberna
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeCementitious BrandCMAX
MillUnknown Type of Cementitious MaterialRapid Set Cement
Test Details
DIME Sample ID: 2018-10-01-12
DIME Test ID: 2018-10-01-12-1
Testing Lab: CT HQ - Sacramento Cement Testing Laboratory
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Test Release Date: 2019-01-21
Test Results

Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: BL
Date of test: 10/18/2018
Age of specimen: 3 days
The amount of flow (In percent): 109 %
The amount of water used (In percent): 44 %
Maximum load of 1st specimen (lb): 12012 lb
Maximum load of 2nd specimen (lb): 13049 lb
Maximum load of 3rd specimen (lb): 13408 lb
Cross sectional area loaded of 1st specimen (sq. inch): 4 in^2
Cross sectional area loaded of 2nd specimen (sq. inch): 4 in^2
Cross sectional area loaded of 3rd specimen (sq. inch): 4 in^2
Compressive strength of 1st specimen (psi): 3003 psi
Compressive strength of 2nd specimen (psi): 3262 psi
Compressive strength of 3rd specimen (psi): 3352 psi
Average Compressive strength (to nearest 10 psi): 3210 psi
General comments (publicly viewable) (Max 1000 characters): 3 day break
Test Graph
Source: Partner Data Point File
Test graph for Specimen 1 of 3

Source: Partner Data Point File
Test graph for Specimen 2 of 3

Source: Partner Data Point File
Test graph for Specimen 3 of 3

Test was verified on 01/14/2019