Summary for Test 2022-02-05-28-3

Test performed: ASTM C39-18

Project Information

Project IdentifiersProject ID: 215333
DEA: 120S6604
EFIS: 1221000004
DIST-CO-RTE-PM12-ORA-91-R16.6/R17.0
Award Date05/18/2021
Closeout Date08/11/2022
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE PRECAST CONCRETE PAVEMENT.
Location DescriptionORANGE COUNTY IN YORBA LINDA FROM W91-S241/91 CONNECTOR SEPARATION TO 0.6 MILE EAST OF GYPSUM CANYON ROAD UNDERCROSSING
QA Service Level1 (Verified on 02/22/2021)

Sample Information

Sample Taken Date02/05/2022 Sample Unique Key28
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 testing02/07/2022
Sample typeQuality Control A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes8 From where was the sample collectedFabricator
First name of sampler or witnessed byRobert Last name of sampler or witnessed byLopez
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameProCast Products Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design numberRRM14062
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedTT
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedConcrete from wheelbarrow Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-02-05-28
DIME Test ID: 2022-02-05-28-3
Testing Lab: Pro-Cast Products, Incorporated - Highland
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-04-11

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Mike Reyes
Date of test: 03/05/2022
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 192730 lb
Maximum load on cylinder 2: 182370 lb
Type of fracture pattern of cylinder 1: 3
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: 0
Correction factor for cylinder 2: 0
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 6640 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/11/2022