Summary for Test 2017-08-23-14-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 212011
DEA: 07252624
EFIS: 0700021272
DIST-CO-RTE-PM07-LA-5-R45.4/R61.2
Award Date04/17/2017
Closeout Date01/25/2021
Work DescriptionREHABILITATE CONCRETE PAVEMENT.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES AND AT CASTAIC FROM 0.2 MILE SOUTH OF ROUTE 14/5 SEPARATION TO 0.7 MILE NORTH OF PALOMAS WASH BRIDGE
QA Service Level1 (Verified on 05/03/2017)

Sample Information

Sample Taken Date08/23/2017 Sample Unique Key14
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 testing08/23/2017
Sample typeQuality Assurance A brief description of the sample6 x 12 LCB Cylinder
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byJOE Last name of sampler or witnessed byWALLEN
Title of samplerTWINNING QC Telephone number of samplerUnknown
Laboratory sample identification965-73 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameCALPORTLAND Transportation Laboratory (TL) Number914173
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numberLB17-0047R
The truck number from where the sample was collectedNOT PROVIDED The batch plant ticket number from where the sample was collectedNOT PROVIDED
Concrete batch plantUnknown The fabricator/manufacturer designation for the samplePLANT
A detailed description of where the material sample was collectedSKIPLOADER TO WHEELBARROW Where the material sample would have been placed if not sampledATKINSON PORTABLE PLANT I 5 CALGROVE
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2017-08-23-14
DIME Test ID: 2017-08-23-14-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-08-30

Test Results


Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 08/30/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Average diameter of cylinder 3: 6.00 in
Average diameter of cylinder 4: 5.99 in
Average diameter of cylinder 5: 6.01 in
Average diameter of cylinder 6: 6.00 in
Maximum load on cylinder 1: 26350 lb
Maximum load on cylinder 2: 26640 lb
Maximum load on cylinder 3: 26670 lb
Maximum load on cylinder 4: 25720 lb
Maximum load on cylinder 5: 25450 lb
Maximum load on cylinder 6: 25710 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 3
Type of fracture pattern of cylinder 4: 3
Type of fracture pattern of cylinder 5: 3
Type of fracture pattern of cylinder 6: 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
Correction factor for cylinder 3: no data
Correction factor for cylinder 4: no data
Correction factor for cylinder 5: no data
Correction factor for cylinder 6: no data
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Cross sectional area of cylinder 4: 28.18 in^2
Cross sectional area of cylinder 5: 28.37 in^2
Cross sectional area of cylinder 6: 28.27 in^2
Compressive strength of cylinder 1: 932.1 psi
Compressive strength of cylinder 2: 939.0 psi
Compressive strength of cylinder 3: 943.4 psi
Compressive strength of cylinder 4: 912.7 psi
Compressive strength of cylinder 5: 897.1 psi
Compressive strength of cylinder 6: 909.4 psi
Compressive strength (to nearest 10 psi):920 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/30/2017