Summary for Test 2020-09-02-4-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 213970
DEA: 080K1214
EFIS: 0815000245
DIST-CO-RTE-PM08-SBD-15-12.5/14.8
Award Date12/23/2019
Closeout Date01/18/2022
Work DescriptionREPLACE PCC PAVEMENT WITH JPCP AND PRECAST JOINTED CONCRETE PAVEMENT.
Location DescriptionSAN BERNARDINO COUNTY IN FONTANA AND NEAR DEVORE FROM 0.3 MILE SOUTH OF SIERRA AVENUE UNDERCROSSING TO GLEN HELEN PARKWAY UNDERCROSSING
QA Service Level1 (Verified on 12/12/2019)

Sample Information

Sample Taken Date09/02/2020 Sample Unique Key4
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 testing09/03/2020
Sample typeQuality Control A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes4 From where was the sample collectedFabricator
First name of sampler or witnessed byRigoberto Last name of sampler or witnessed byMarin
Title of samplerInspector Telephone number of sampler951-500-0685
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePro-cast Prodcuts Inc Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL133-135-20 Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design numberPRO2 0000
The truck number from where the sample was collected3rd Truck Load The batch plant ticket number from where the sample was collected5735488
Concrete batch plantRobertsons Redlands The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedAt casting bed Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2020-09-02-4
DIME Test ID: 2020-09-02-4-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-09-17

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: 09/16/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 159850 lb
Maximum load on cylinder 2: 162210 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
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: 1
Age of specimen: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 5634.5 psi
Compressive strength of cylinder 2: 5717.7 psi
Compressive strength (to nearest 10 psi): 5680 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/17/2020