Summary for Test 2017-01-31-3-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 209139
DEA: 071170U4
EFIS: 0700000085
DIST-CO-RTE-PM07-LA-10-33.2/37.2
Award Date02/10/2014
Closeout Date03/01/2022
Work DescriptionCONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location DescriptionLOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE WEST OF PUENTE AVENUE UNDERCROSSING TO 0.2 MILE EAST OF HOLLENBECK STREET UNDERCROSSING
QA Service Level1 (Verified on 05/06/2014)

Sample Information

Sample Taken Date01/31/2017 Sample Unique Key3
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 testing02/02/2017
Sample typeQuality Control A brief description of the sample6X12
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byNELSON Last name of sampler or witnessed byPEREIRA
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identification882-59 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameHolliday Rock Transportation Laboratory (TL) Number874459
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierRW 1823 ON ROUTE10
Structure nameSTA 1825 21 TO 1827 13 STEM WALL POUR

Material Information

Material TypeConcrete The concrete mix design numberCM5645
The truck number from where the sample was collected323 The batch plant ticket number from where the sample was collectedNP
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedLOAD 4 Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2017-01-31-3
DIME Test ID: 2017-01-31-3-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-03-01

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 02/28/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 133580 lb
Maximum load on cylinder 2: 131780 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: no data
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 4708.5 psi
Compressive strength of cylinder 2: 4630.4 psi
Compressive strength (to nearest 10 psi):4670 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/28/2017